TABLE OF CONTENTS 1.0
INTRODUCTION…………………………………………………………………………….. 1.1 Background…..……………………………………………………………………… 1.2 Purpose of Work…….……………………………………………………………… 1.3 Hydraulic and Hydrologic Analyses…………….………………………………….
1-1 1-1 1-1 1-2
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DATA COLLECTION AND UTILIZATION………………………………………………… 2.1 Data Sources……………………………………………………………………….. 2.2 Data Collection…………………………………………………………………….. 2.2.1 VKB Public Works Inventory & Worksheets…………………………… 2.2.2 VKB Public Works - Stormwater Improvement Project As-Builts…… 2.2.3 YR 2011 Stormwater Master Plan Report & Models…………………. 2.2.4 Topographic Data………………………………………………………… 2.2.5 Geographic Information Systems (GIS) Data…………………………. 2.2.6 Village Stormwater Management System Maintenance Records…. . 2.2.7 Existing Stormwater Pump Station(s) Operating Conditions………… 2.2.8 South Florida Water Management District (SFWMD)………………… 2.2.9 Federal Emergency Management Agency (FEMA)…………………… 2.2.10 National Oceanic and Atmospheric Administration (NOAA)…………. 2.2.11 United States Geological Survey (USGS)……………………………… 2.2.12 United States Army Corps of Engineers (USACE)…………………….. 2.2.13 Natural Resources Conservation Service (NRCS)……………………… 2.2.14 Picture Records from Site Visits…………………………………………..
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LEVEL OF SERVICE (LOS) & APPLICABLE CRITERIA………………………………. 3-1 3.1 Level of Service (LOS) Criteria……………………………………………………. 3-1 3.2 Other Jurisdictional Criteria……………………………………………………….. 3-3 3.2.1 Water Quality Regulatory Requirements……………………………….. 3-3 3.2.1.1 Florida Department of Environmental Protection (FDEP)……. 3-3 3.2.1.2 South Florida Water Management District (SFWMD)………… 3-4 3.2.1.3 Miami-Dade Regulatory and Economic Resources (RER)…… 3-5 3.2.2 Water Quantity Standards………………………………………………… 3-6 3.2.2.1 Florida Department of Environmental Protection (FDEP)……. 3-6 3.2.2.2 Florida Department of Transportation (FDOT)………………… 3-7 3.2.2.3 South Florida Water Management District (SFWMD)………… 3-7 3.2.2.4 Miami-Dade County Regulatory and Economic Resources (RER). 3-8 3.3 Outstanding Florida Waters (OFW)……………………………………………………. 3-9
4.0
EXISTING CONDITIONS H&H MODELING & ANALYSES…………………………………. 4-1 4.1 Development of H&H “Baseline” Conditions Model…………………………………. 4-1 4.1.1 Updating the 2011 H&H Model……………………………………………….. 4-2 4.2 Development of H&H “Control” Conditions Model…………………………………… 4-3 4.2.1 Stormwater Sewer Drainage System Field Verification Efforts……………. 4-3 4.2.2 Stormwater Sewer Drainage Metal Pipe Relining Program……………….. 4-4 4.2.3 Drainage Well Redevelopment and Maintenance Program………………. 4-5 4.2.4 Emergency Stormwater Management Capital Projects………………….. 4-6
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4.2.5
Model Improvements & Refinements………………………………….…… 4.2.5.1 Tidal Curve at Outfalls……………………………………………… 4.2.5.2 Sub catchment Interconnectivity…………………………………… 4.2.5.3 Sub catchment Storage Capacity…………………………………. Assumptions & Considerations for H&H “Control” Model Conditions…………. 2015 H&H Control Model Results………………………………………………… Identification of Problem Areas……………………………………………………
4-6 4-6 4-6 4-7 4-7 4-9 4-14
PROPOSED “SOLUTION” H&H MODELING & ANALYSES………………………….. 5.1 Tier 1 Infrastructure Improvements…………………………………………….... 5.1.1 Alternatives for High Tide Mitigation Improvements…………………….. 5.1.1.1 Flap Gates………………………………………………………… 5.1.1.2 Inline Check Valves……………………………………………… 5.1.1.3 Outlet “Duckbill” Check Valves………………………………… 5.1.1.4 Slide Gates………………………………………………………. 5.2 Tier 2 Infrastructure Improvements…………………………………………….. 5.2.1 Alternatives for Tier 2 Capital Improvements………………………… 5.2.1.1 Conveyance Piping Upgrades………………………………….. 5.2.1.2 Additional Outfalls……………………………………………….. 5.2.1.3 New Gravity Drainage Wells……………………………………... 5.2.1.4 Redevelopment of Existing Gravity Drainage Wells…………… 5.2.1.5 Stormwater Pump Stations and Pressurized Injection Wells…. 5.3 Evaluation of Deficiencies throughout Village of Key Biscayne……………….. 5.4 Tier 1 Improvements H&H Model…………………………………………………. 5.4.1 Assumptions & Considerations for Tier 1 Improvements Model……… 5.4.2 Tier 1 Model Results………………………………………………………… 5.5 Tier 2 Improvements H&H Model………………………………………………… 5.5.1 Assumptions & Considerations for Tier 2 Improvements Model……… 5.5.2 Tier 2 Model Results………………………………………………………. 5.6 Capital Projects…………………………………………………………………….. 5.6.1 Area 1 - K-8 School Central Basin………………………………………… 5.6.2 Area 2 - K-8 School South Basin………………………………………… 5.6.3 Area 3 - West Heather Dr. Corridor…………………………………….. 5.6.4 Area 4 - West of Village Green Park……………………………………… 5.6.5 Area 5 - Holiday Colony…………………………………………………… 5.6.6 Area 6 - The Gardens District……………………………………………… 5.6.7 Area 7 - Ocean Lane Drive………………………………………………… 5.6.8 Area 8 - Harbor Drive Corridor…………………………………………….. 5.6.9 Area 9 - Westwood Drive Corridor………………………………………… 5.6.10 Area 10- Allendale Rd, Warren Ln and Hampton Ln Corridors………… 5.6.11 Area 11 - West Enid Drive Corridor……………………………………….. 5.6.12 Area 12 – Palmwood Drive Corridor………………………………………. 5.6.13 Area 13 – Sabal Drive Corridor……………………………………………. 5.6.14 Area 14 - Curtiswood Drive Corridor……………………………………… 5.7 Methodology for Prioritization and Ranking of Capital Projects……………….
5-1 5-1 5-1 5-2 5-2 5-2 5-3 5-3 5-3 5-3 5-3 5-4 5-4 5-4 5-4 5-4 5-6 5-6 5-11 5-12 5-12 5-17 5-17 5.-17 5-17 5-21 5-21 5-21 5-21 5-26 5-26 5-26 5-26 5-31 5-31 5-31 5-35
4.3 4.4 4.5 5.0
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5.8 6.0
7.0
8.0
5.7.1 Presence of and/or Proximity to Public Use Facility………………….. 5.7.2 Depth and Extent of Ponding……………………………………………. 5.7.3 Susceptibility to Ponding…………………………………………………. 5.7.4 Estimated Costs of Improvements……………………………………… 5.7.5 Presence and Extent of Existing Functional Infrastructure………….. 5.7.6 Proximity to Functioning Outfall………………………………………… 5.7.7 Repetitive Loss Claims………………………………………………….. Final Ranking Tabulation…………………………………………………………
5-35 5-35 5-35 5-35 5-35 5-35 5-35 5-36
GREEN INFRASTRUCTURE……………………………………………………………… 6.1 Introduction to Green Infrastructure……………………………………………… 6.2 Green Infrastructure Applications………………………………………………… 6.3 Implementing Green Infrastructure in Storm water Infrastructure Projects…... 6.4 Summary of Recommendations………………………………………………….. 6.5 References………………………………………………………………………… CAPITAL IMPROVEMENTS PLAN (CIP)………………………………………………… 7.1 Tiered Approach…………………………………………………………………….. 7.1.1 Tier 1 – High Tide Mitigation Program…………………………………… 7.1.2 Tier 2 – Infrastructure Improvements Program…………………………. 7.1.2.1 Conveyance Improvements……………………………………… 7.1.2.2 Disposal Improvements…………………………………………… 7.1.2.3 Pump Stations……………………………………………………… 7.2 Costs Estimates……… …………………………………………………………….. 7.3 Tier 1 Improvements – Costs Breakdown………………………………………… 7.4 Tier 2 Improvements – Costs Breakdown………………………………………… 7.5 CIP Phasing Concept………………………………………………………………..
6-1 6-1 6-2 6-2 6-3 6-4 7-1 7-1 7-1 7-2 7-2 7-3 7-3 7-4 7-5 7-9 7-12
PUBLIC OUTREACH………………………………………………………………………… 8.1 Task 1 - Public Outreach Approach………………………………………………. 8.1.1 Notifications………………………………………………………………… 8.1.2 Website / Webpage………………………………………………………… 8.1.3 Dedicated Phone Line / Response Center…………………………… 8.1.4 Social Media…………………………………………………………….. 8.1.5 Community Outreach Workshop……………………………………… 8.2 Summary…………………………………………………………………………….
8-1 8-1 8-1 8-2 8-2 8-2 8-3 8-3
List of Figures Figure 1-1 Figure 1-2 Figure 2-1 Figure 2-2 Figure 2-3 Figure 2-4 Figure 2-5 Figure 4-1
Project Location Map Project Implementation Flow Chart Village of Key Biscayne InfoSWMM Network Schematic in ArcMap Florida International University’s Web Based LiDAR Data Repository Miami-Dade County GIS Self Service Website Village of Key Biscayne GIS-based Stormwater Infrastructure Data Village of Key Biscayne FEMA FIRM Maps Study Area Boundary
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Figure 4-2 Figure 4-3 Figure 4-4 Figure 4-5 Figure 4-6 Figure 4-7 Figure 4-8 Figure 4-9 Figure 5-1 Figure 5-2 Figure 5-3 Figure 5-4 Figure 5-5 Figure 5-6 Figure 5-7 Figure 5-8 Figure 7-1 Figure 7-2 Figure 7-3
Field Verification of Storm Sewer System Overland Weirs within H&H Control Model Past and Projected Changes in Global Sea Level 2015 Control Conditions – 5 Year 72 Hour Event 2015 Control Conditions – 10 Year 72 Hour Event 2015 Control Conditions – 25 Year 72 Hour Event 2015 Control Conditions – 100 Year 72 Hour Event 2015 H&H Control Model – Problem Areas Tier 1 Improvements H&H Model - 5 Year 72 Hour Event Tier 1 Improvements H&H Model - 10 Year 72 Hour Event Tier 1 Improvements H&H Model - 25 Year 72 Hour Event Tier 1 Improvements H&H Model - 100 Year 72 Hour Event Tier 2 Improvements H&H Model - 5 Year 72 Hour Event Tier 2 Improvements H&H Model - 10 Year 72 Hour Event Tier 2 Improvements H&H Model - 25 Year 72 Hour Event Tier 2 Improvements H&H Model - 100 Year 72 Hour Event Daily High Tide Fluctuation Predication Drainage Well Schematic Ten Year Capital Improvement Plan Schedule
List of Appendices 1. Appendix A i. A-1 ii. A-2 iii. A-3 2. Appendix B 3. Appendix C 4. Appendix D i. D-1 ii. D-2 iii. D-3 iv. D-4 5. Appendix E 6. Appendix F i. F-1 ii. F-2 iii. F-3 iv. F-4 7. Appendix G 8. Appendix H i. H-1 ii. H-2 iii. H-3 iv. H-4 9. Appendix I
VKB SWMP Implementation Technical Memorandums TM-1: Public Outreach and Involvement Methodology TM-2 : Level of Service (LOS) & Applicable Criteria TM-3: Data Collection Public Meeting Records 2015 H&H “Control” Model Input Report 2015 H&H “Control” Model Results Report 5 Year 72 Hour Event 10 Year 72 Hour Event 25 Year 72 Hour Event 100 Year 72 Hour Event Tier 1 Improvements H&H Model Input Report Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event 10 Year 72 Hour Event 25 Year 72 Hour Event 100 Year 72 Hour Event Tier 2 Solution H&H Model Input Report Tier Solution H&H Model Results Report 5 Year 72 Hour Event 10 Year 72 Hour Event 25 Year 72 Hour Event 100 Year 72 Hour Event Catalog of Green Infrastructure Tools
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1.0
INTRODUCTION
The Village of Key Biscayne (“Village” or VKB), a municipality located in Miami-Dade County, Florida, issued a request for qualifications (RFQ) solicitation for the selection of a firm to provide professional engineering services to the Village for the purpose of preparing and assisting in the stormwater improvement implementation plan for the Village’s stormwater improvement projects. The intent of this request was to assist the Village in fulfilling goals and projects established in its Stormwater Master Plan (SWMP) in order to maximize fiscal efficacy and ensure compliance with the latest local, state, and federal regulations. EAC Consulting, Inc., was selected by the Village Council as the Consultant to perform the requisite services to plan, engineer and administer the construction of the needed infrastructure improvements towards protecting the Village’s residents and stakeholders from unnecessary flooding and effecting an enhanced level of service for all the Village’s stormwater management and associated infrastructure. 1.1
Background
The Village of Key Biscayne - encompasses 850 acres and is characterized by terrain topography that is predominantly flat and low lying in relation to sea level. The elevations of the roadways are approximately 3.5 feet to nearly 6 feet above mean sea level (MSL) which, only provides a buffer of 2 to 4 feet above the average high tide elevations. Due to its close proximity to Biscayne Bay and the Atlantic Ocean, the Village’s stormwater management system is completely influenced by tidal waters, which presents a challenge for stormwater disposal systems. The Village is Florida’s southernmost barrier island and is susceptible to the potential impacts of Sea Level Rise and Climate Change. The fluctuating sea levels directly affect the boundary conditions of the stormwater drainage systems within the Village. These issues, if not well understood can compromise and ultimately reduce the capacity of existing drainage systems that will result in flooding during severe storm events typically witnessed in Miami-Dade County. With this knowledge, our team will implement a project approach methodology that proposes measures and systems that will serve to protect the Village. These measures will protect residents and stakeholders from property damage and quality of life disruptions that are associated with excessive flooding and prolonged staging of storm water runoff on roadways and private parcels. 1.2
Purpose & Scope of Work
Figure 1-1: Location Map
The implementation of the Village’s SWMP (“the project”) has two main task elements: 1. Hydraulic and Hydrologic Analyses and Evaluation of VKB’s Storm Watershed incorporating recent infrastructure improvements undertaken by the Village, proposed implementation tasks identified in the Village’s RFQ as well as the proposed improvements needed to achieve an acceptable stormwater management level of service for the Village. This effort will be cognizant of sea level rise considerations and will ensure that proposed improvements are sustainable and adequate to mitigate storm events consistent with current regulatory and jurisdictional standards. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Introduction Page 1-1
2. Engineering Design and the Development of Construction Documents for each of the resulting stormwater management deficient locations including the priority basins as outlined in the VKB’s RFQ document. This task will include the necessary data collection (surveying, subsurface utility engineering and geotechnical), civil engineering, electrical engineering and environmental assessments required for the project(s). Included in this element is the securing of all required jurisdictional approvals/permits, support during the procurement of construction and construction observation services to extent authorized by VKB. This element of the project will also encompass the public outreach/ workshops to be performed during the process of implementing the improvements. 1.3
Task 1- Hydraulic & Hydrologic Analyses
This Hydraulic and Hydrologic (H&H) Analyses report documents the process of analyses including the methodology, assumptions and assessment of findings. The report is organized in accordance with tasks undertaken as well the engineering and technical basis for the proposed analyses. The following tasks and report sections are included in this report:
Section 1 – Introduction Section 2 – Data Collection & Evaluation Section 3 - Level of Service (LOS) Criteria Section 4 – Existing Conditions H&H Modeling & Analyses Section 5 – Proposed "Solution" Conditions H&H Modeling & Analyses Section 6 - Green Infrastructure Section 7 - Capital Projects Plan Section 8 - Public Outreach Efforts
Figure 1-2: SWMP Implementation Plan Work Flow Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.0
DATA COLLECTION AND UTILIZATION
This section provides a detailed description of the efforts undertaken in gathering and collecting data, materials, and other relevant information required for the analyses of the Village’s stormwater infrastructure system. The data collection is both an important and integral task towards embarking on the implementation of infrastructure repairs, rehabilitation, replacements and improvements as needed for improving and optimizing the Village’s storm water management systems. The section summarizes the various data and data sources collected and utilized for Hydraulic & Hydrologic analyses of the Village’s watershed. The analyses to be performed under Task 1 will take into consideration the elements and components of the existing system within the Village including but, not limited to collection drainage structures, conveyance pipes, outfall structures, system junctions, and disposal infrastructure. The analyses also must consider the hydrologic conditions within the Village such as topography, ground cover, location, and characteristics of water bodies, ground water, rainfall amounts/patterns, and other pertinent specific local conditions including vulnerability to high tides and Sea Level Rise (SLR). The narrative also provides relevant information on the applicability of the data to the H&H Analyses effort. 2.1
Data Sources
The data collection efforts encompassed a coordinated streamlined approach that involved reaching out to several entities with jurisdiction or that maintain existing records or have been tasked by VKB’s Public Works and Stormwater Representative with the responsibility to handle certain functions on the Village’s behalf. The following entities were contacted and coordinated with: i. ii. iii. iv. v. vi. vii. viii. ix. x. xi. xii. xiii. xiv. xv. xvi. xvii. xviii. xix. 2.2
Village of Key Biscayne – Public Works Department Tetra Tech, Inc Jaffer Well Drilling, A Division of A.C. Schultes of Florida, Inc. Layne Inliner Products A&A Drainage, Inc Florida International University (FIU) Federal Emergency Management Agency (FEMA) - National Flood Insurance Program Florida Department of Transportation (FDOT) Florida Department of Environmental Protection (FDEP) (Underground Injection Control Program) Miami-Dade County Regulatory and Economic Resources (RER) Miami-Dade Transportation and Public Works (DTPW) Miami-Dade County Information Technology Department (ITD) South Florida Water Management District (SFWMD) National Oceanic and Atmospheric Administration (NOAA) United States Army Corps of Engineers (USACE) United States Geological Survey (USGS) Pollution Elimination Corporation (PELCO) Natural Resources Conservation Service (NRCS) MODUS
Data Collection
The following subsections detail the items collected under this data collection task. 2.2.1
Village Public Works Inventory & Worksheets
The Village also provided an Existing Drainage Structure Inventory excel spreadsheet documenting what appears to be the assumptions used for the development of the InfoSWMM model network and a Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Permitted Outfall inventory table identifying all of the Villages permitted outfalls which the Village is in the process of inspecting. 2.2.2
Village Public Works - Stormwater Improvement Project As-Builts
The Village provided as-builts for the “Stormwater Improvement Plan Basins 1-8 and Water Distribution Improvements” project showing a submitted date of August 14, 1996, on the cover of the digital set provided. These as-builts were for an extensive stormwater improvement project throughout the Village. It is understood that these as-builts were the initial basis for the GIS based stormwater infrastructure feature classes available from the Village and currently maintained by an external consultant. The Village also provided additional design and as-built records for other completed or ongoing projects within the Village based on their availability. These items were evaluated for inclusion into the InfoSWMM model update to be performed by EAC for this project. 2.2.3
2011 Stormwater Master Plan Report & Models
The existing 2011 SWMP Update developed by Tetra Tech, Inc. was provided in PDF format by the Village. This report provided a detailed description of the activities and analyses performed for the development of the SWMP and the findings substantiated by the analyses performed. Pertinent exhibits and appendices were also provided by the Village. The 2011 SWMP InfoSWMM models including the hydraulic network, hydrologic parameters, and results files for the simulations performed as part of the Stormwater Master Plan update were also collected as part of this data collection task. The InfoSWMM model version is documented as version 9.0.
Figure 2-1 – Village of Key Biscayne InfoSWMM Network Schematic in ArcMap In addition to the 2011 SWMP Update, the Village also provided the 1993 Stormwater Management Master Plan report prepared by Williams, Hatfield, and Stoner, Inc. (WHS), which also documents the observations, testing, analytical methodologies, findings, and recommendations as of 1993.
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2.2.4 Topographic Data The most readily available topographic data for large expanses of land is typically LiDAR based topographic data. LiDAR, which stands for Light Detection and Ranging, is a remote sensing method that uses a pulsed laser to measure the distance between the Earth and the collection unit typically based onboard a plane. These distance measurements, combined with other data recorded by the plane’s airborne systems, can be used to generate topographic elevations points which can then be used to prepare detailed topographic models of the shape of the surface surveyed. LiDAR data was available for the Village’s geographic limits from a central repository of LiDAR data hosted by Florida International University (FIU) at their GIS-RS Center. The LiDAR dataset is a topographic survey conducted for the State of Florida Division of Emergency Management LiDAR Project under the guidance of a Licensed and Professional Surveyor/Mapper. This data is intended to support the creation and refinement of integrated ground and surface water models and Federal Emergency Management Agency Flood Insurance Rate Maps (FEMA FIRM).
Figure 2-2 – Florida International University’s Web Based LiDAR Data Repository The most readily available LiDAR based data points were collected from August 2007 through January 2008. According to datasets metadata, the point cloud was collected at a density sufficient to support a maximum final post spacing of 4 feet for unobscured areas. The LiDAR data is available in 5000 feet by 5000 feet tiles, four of which encompass the Village. EAC approached Miami-Dade County in June 2015 in order to verify that the data collected from FIU was the latest LiDAR based topographic dataset available. According to a representative from the Stormwater Utility Planning Division within Miami-Dade County (County), the County was in the process of collecting new LiDAR data and the LiDAR data was not going to be available in the near future. This newer data set would represent a more accurate and detailed representation of the topography of the Village and should be considered for future inclusion into the Village’s GIS data repository and into the Village’s InfoSWMM models utilized for the next VKB Stormwater Master Plan update. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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EAC also approached the original developers of the 2011 SWMP Update in order to collect the topographic DEM used for the SWMP. 2.2.5
Geographic Information Systems (GIS) Data
Miami-Dade County’s (County) Information Technology Department (ITD) through its GIS Division maintains a central repository of geographic data comprised of numerous layers; the street network and property (parcel) layers being the primary base layers. This GIS data is available through the County’s GIS Self Services website. This website allows users to search through and choose GIS data that is pertinent to their interests.
Figure 2-3 – Miami-Dade County GIS Self Service Website In addition, EAC coordinated with the Village to collect GIS data maintained by the Village. The data includes two geodatabases that represent the available GIS feature classes maintained and used by the Village. The following is a listing and short description of the individual feature classes within the two geodatabases provided: 1. VKB_Stormwater 2015 (Personal Geodatabase and associated Feature Classes) a. ComplaintAreas - This dataset includes complaints logged and identified by parcel boundaries with physical address and SWMP basin area name. b. Exfiltration - This dataset seems to be exfiltration trenches done for a specific project, Civic Center, and provides the length of each segment. c. MiamiDadeBM - This dataset includes Miami-Dade County benchmarks near the Village and includes the benchmark name and source. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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d. NGS_BM - This dataset includes benchmarks identified in NOAA’s National Geodetic Survey (NGS), which includes the data source, datum, adjusted elevation, and condition of the benchmark. e. parcel_centroids_address_file - This dataset includes the centroid of the parcel boundaries within the Village. f. Pipes_07192011 - This dataset includes the pipe network within the Village and includes the pipe diameter, pipe type, comments (most comments state assumption of pipe diameter), inverts, editor and last update date, which appears to have last been last updated in June 2015. g. Flow - This dataset includes the same information as Pipes_07192011, but with data that does not match Pipes_07192011 in the each item. This dataset does not include the editor and last edited date. h. RLP - The dataset contains parcel boundaries of Repeated Loss Properties (RLP) with its corresponding physical address and the type of complaint. i. StudyArea - This dataset contains the Village’s study area limits and excludes the majority of parcels along the east coast of the Village. j. SW_Structures - This dataset includes the stormwater structures data. It includes an associated project name, Design ID, rim elevation, invert elevation, the SWMP basin name, and the editor and last edited date. k. Strucs_07192011 - This dataset appears to be the same as the SW_Structures dataset, but created prior to SW_Structures. l. SWMMP2010Update_Basin - This dataset includes the Village basin boundary of the Village’s SWMP 2010 Update. m. SWMMP2010Update_SubCatchment - This dataset includes the Village sub-basin boundary of the Village’s SWMP 2010 Update. n. VKB_Boundary - This dataset includes geographic boundary of Miami-Dade County and the Village. 2. Base (File Geodatabase and associated Feature Classes) a. BuildingFootprints - This dataset includes the building footprint shapes last updated in November 2008. b. CriticalMeterParcels - This dataset appears to include the critical facilities. There are several parcels identified within the Village, along with the facility type (school, police, and utility). The facilities identified are St. Agnes School, Key Biscayne Elementary School, Key Biscayne Police Department, and Key Biscayne Fire Rescue) c. CriticalSiteParcels - This dataset also appears to include the critical facilities. There are several parcels identified within the Village, along with the facility type (library, parks, helicopter landing, and other). The facilities identified are Miami-Dade Public Library Key Biscayne Branch, Village Green Park, St. Christopher’s by-the-Sea, Key Biscayne Community Church, and Key Biscayne Presbyterian Church. d. EdgeOfPavement - This dataset represents the edge of pavement with the Village. Edge of pavement (roadway depicted). e. GolfCourses - Not applicable to Village. f. Hydrolines_24K - This dataset does not contain any features within the Village. However, per metadata, this data was collected as part of the National Mapping Program and contains Hydrological Line Features from the USGS 1:24000 scale DLG's. g. Land_24K - This dataset is the land boundary. Per metadata, this dataset contains Hydrological Poly Features from the USGS 1:24000 scale DLG's. h. LandArea - This dataset represents the land area/shoreline in coastal areas, but does not contain features with the Village. i. MajorHydro - Not applicable to Village. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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j. k. l. m. n. o. p. q. r. s. t. u.
Municipal - Not applicable to Village. This dataset seems to be only applicable for Port St. Lucie, St. Lucie Village, and Fort Pierce. MunicipalBoundaries - This dataset includes the geographical Village boundary. NHDPlus_Flowlines_ 100K - Not applicable to Village. NHDPlus_ WaterBodies_100K - Not applicable to Village. Parcels - This dataset includes parcel boundaries. However, no data for parcels is provided within the Village boundary. Therefore, it is not applicable. Parks - This dataset includes the park areas with the Village. ParksPreserves - Not applicable to Village. Railroad - Not applicable to Village. Riverlines - Not applicable to Village. Streets - This dataset includes the streets layer in Miami-Dade County & St. Lucie County. WaterBodies - Not applicable to Village. WaterBodies_24K - This dataset includes the boundaries of water bodies. Per metadata, the dataset contains Hydrological Poly Features from the USGS 1:24000 scale DLG's.
Figure 2-4 – Village of Key Biscayne GIS-based Stormwater Infrastructure Data The feature classes related to stormwater infrastructure also contain edit tracking which will enable the EAC team to focus updates to the InfoSWMM models based on what items have changed since the development of the 2011 SWMP InfoSWMM models – currently there are modifications to 135 pipe segments and 8 drainage structures/manholes. Additionally, the Village maintains a GIS feature class which collects annotated data from the Village staff pinpointing areas in need of additional investigation by the Village’s contractors. This feature class logs all inquiries as they are input and addressed. Lastly, a map exhibit illustrating flood prone areas was reviewed on-site at the Village. This map shows areas where flooding has been observed throughout the Village based on documented site visits by Village staff.
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2.2.6
Village Stormwater Management System Maintenance Records
The Village maintains two contractors (vendors) under contract for the purposes of maintaining their stormwater infrastructure. Jaffer Well Drilling (Jaffer), A Division of A.C. Schultes of Florida, is a well drilling contractor specializing in the development and maintenance of wells. A&A Drainage, Inc (A&A) is a maintenance contractor specializing in the maintenance and physical inspecting of stormwater infrastructure systems. Jaffer Well Drilling is tasked with testing, maintaining, and redeveloping the existing 28 Village owned wells, at the discretion of the Village. The Village maintains a program where, depending on available funding, a specific number of wells are identified for cleaning/maintenance on a rotating basis. Jaffer provides the Village with flow rates prior to and after cleaning/maintenance activities; the testing and maintenance records are maintained by the Village and updated regularly using the data provided by Jaffer. The Village Public Works staff provided EAC with a table identifying the wells and their locations; the physical dimensions of the wells including cased and uncased depths; the depth of sedimentation observed prior to cleaning; the date of the most recent cleaning/maintenance/; the pre- and postmaintenance flow rates; and the date the activities were performed. A&A Drainage Inc., was recently tasked with cleaning and surveying the Village’s stormwater infrastructure systems. Based on our understanding, A&A Drainage Inc., follows the Village’s maintenance program, at the discretion of the Village, and provides input for refining the Village’s GIS based stormwater infrastructure feature classes. A&A Drainage Inc., surveys the Village’s stormwater management systems and inputs their findings into an ArcGIS Online-based maintenance feature class maintained by the Village. These findings are compared to the existing stormwater infrastructure data and are then propagated into the Village’s master stormwater infrastructure feature classes. The well data available from Jaffer and the field-verified stormwater infrastructure data available from A&A Drainage, Inc was evaluated for inclusion into the InfoSWMM model update to be performed by the EAC for this project. 2.2.7
Existing Stormwater Pump Station(s) Operating Conditions
EAC collected the daily operating data from the existing pump stations remotely (via telemetry) through the SCADA system set up by PELCO. PELCO is the approved vendor of the Village and has an agreement in place to maintain the existing stations operational. The SCADA data received provides the following specific information: o o o o o o 2.2.8
Daily Runtime (minutes) Per Pump Daily No of Starts Per Pump Daily Average (Minutes / Start) Weekly Alarm Call Outs (including Total Events and Notification Attempts) Real time RTU Transmissions Response Times
South Florida Water Management District (SFWMD)
EAC contacted SFWMD to verify the availability of recent data that may facilitate the process of the H&H Analyses. SFWMD has GIS Data titled “2007-08 Miami Dade 5-ft DEM”. This raster dataset is a 5-ft digital elevation model (DEM) of bare earth for eastern and southern portions of Miami-Dade County, as well as relatively small portions of Monroe County that are adjacent to Miami-Dade's southern and southwestern border. Elevation values are in feet, North American Datum of 1988 (NAVD 1988).
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The DEM was created using data from the 2007 Florida Division of Emergency Management (FDEM) Statewide Coastal LiDAR project (Delivery Blocks 3, 4 and 5; flown between Jul 2007 and Apr 2008). According to SFWMD sources, the District used the last known set of accepted vendor deliverables from FDEM's delivery blocks 3, 4 and 5. These 3 blocks consist of a total of 1219 tiles, with each tile sized 5000-ft by 5000-ft, in accordance with FDEM's tiling system. Block 5 is the northernmost block, approximately north of Coral Way/ SW 24th Street. 2.2.9
Federal Emergency Management Agency (FEMA)
EAC also retrieved important information from FEMA with respect to its National Flood Insurance Program (NFIP). The FEMA Flood Map Service Center (MSC) is the official public source for flood hazard information produced in support of the NFIP. The Flood Insurance Rate Map (FIRM) is the official map that illustrates the flood plains for special hazard areas and risk premiums zones as delineated by FEMA. FEMA is able to display areas and or locations that are within the 100 year flood boundary by using a FIRM. For the Village, four panels are ascribed to the Village depending on geographic location within the Key.
Figure 2-5 – Village of Key Biscayne FEMA FIRM Maps 2.2.10 National Oceanic and Atmospheric Administration (NOAA) The National Oceanic and Atmospheric Administration (NOAA) is a federal agency focused on the conditions of oceans and the atmosphere. NOAA guides the protection of ocean and costal resources as well as environmental information which manifest itself in a multitude of various applications, where the production of weather warnings and forecasts is one of its main objectives. This information is vital for civil engineers and city planners in coastal communities along South Florida who must constantly guard against the threat of the next big hurricane and rising sea levels. NOAA is the authoritative source for accurate and reliable water-level measurements throughout the United States. NOAA has been measuring the sea for over 150 years and has been able to prepare gauges representing the expected high tides and sea level rise projections at various locations throughout
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the United States and the world. EAC utilized information on the NOAA website for the purpose of incorporating pertinent data into the H&H model. 2.2.11 United States Geological Survey (USGS) The USGS maintains a network of groundwater wells that are monitored continuously in cooperation with SFWMD. There are no active groundwater wells is within the Village. In general, groundwater stage data can be obtained from the following website: a) Main USGS data portal - http://www.sflorida.er.usgs.gov/ b) Data access site - www.sflorida.er.usgs.gov/ddn_data/index.html EAC reviewed information from the USGS portal to have a comprehension of the most recent water levels (in feet. National Geodetic Vertical Datum of 1929 (NGVD 29)) from groundwater wells and stream gauges located in close proximity. 2.2.12 United States Army Corps of Engineers (USACE) USACE has as part of its library of publications an Engineering Circular that discusses future potential sea level changes and their effects on managing, planning, engineering, designing, constructing, operating, and maintaining USACE projects and systems of projects in coastal regions. This document references various locations in South Florida. This document is available via the web at the following location: a) USACE Main Engineer Circular Portal - http://140.194.76.129/publications/eng-circulars/ b) USACE Sea Level Change Engineer Circular (EC 1165-2-211) http://140.194.76.129/publications/eng-circulars/EC_1165-2-212.pdf 2.2.13 Natural Resources Conservation Service (NRCS) The NRCS is a federal agency under the United States Department of Agriculture (USDA) which performs and maintains soil survey information for the United States. Through the USDA’s Geospatial Data Gateway site, soil maps and data are accessible online for counties within the State of Florida. The site is updated and maintained as an authoritative source of soil survey information and can be accessed via the web at the following location: a) Main Geospatial Data Gateway Portal - http://datagateway.nrcs.usda.gov Additional data is available through this system including digital ortho-imagery, digital elevation models, and other cultural and demographic data. 2.2.14 Picture Records from Site Visits EAC obtained photo records from the Village’s Public Works Department and visited the Village several times during the process of the H&H analyses task. EAC’s main goals for the site visits were to assess prevailing conditions and performance of the existing storm water management system after short duration and prolonged storms. Furthermore, EAC needed to observe the response of the Village’s infrastructure to tidal conditions without the occurrence of a rainfall or no precipitation. Representative photographs are provided on the following pages.
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3.0 LEVEL OF SERVICE (LOS) & APPLICABLE CRITERIA This section provides a detailed description of the Village’s expectations as it relates to the level of service anticipated for storm water infrastructure under its jurisdiction as well as pertinent and applicable criteria and guidelines governing the levels of operational performance. 3.1
Level of Service (LOS) Criteria
The primary purpose of establishing or defining LOS criteria is to protect public safety and property. The existing land uses in the Village are defined predominantly by location west or east of Crandon Boulevard. To the west, exists a large cluster of single family homes, a public recreational area, an elementary school centrally located within the neighborhood and commercial development along Crandon Boulevard. To the east, the land use is primarily multi-family high-rise residential with some hotel/ commercial development as well as an area designated as single family between East Drive and north of Galen Drive. As noted in the 2011 SWMP Update, the Village is considered completely developed for the purpose of this stormwater evaluation process and future land use changes will considered with negligible variation. The establishment of LOS criteria for the purpose of this effort is aimed at ensuring that all roadways are maintained for public use, roadways accessible during high precipitation events and to ensure that infrastructure are in place to control flood stages below homes and buildings as practicable. The LOS criteria were used to identify and define potential problem areas after performing all H&H calculations and analyses. Once areas of deficiencies were identified, improvements were developed and the LOS criteria were then used to evaluate the effectiveness of proposed infrastructure improvements. The adopted LOS criteria play a significant role in the capital improvements proposed as they directly affect the size, cost and schedule of proposed infrastructure improvements. All of the Village’s current stormwater management LOS as established in the 2011 SWMP Update will be maintained with several modifications to ensure congruency with applicable jurisdictional guidelines. These “adjustments” were made based on: a) Input from the Village’s Public Works Department b) New & updated Hydraulic & Hydrologic (H&H) data c) New industry accepted storm water drainage management practices such as Sea Level Rise (SLR) The LOS Criteria established for this evaluation are itemized as follows: 1.
The total contributory area was maintained as per the 2011 SWMP Update.
2.
The vertical datum for elevation references is the North American Vertical Datum of 1988 (NAVD 88).
3.
Consistent with the 2011 SWMP Update, all analyses and design evaluations for the Village’s storm water management infrastructure will incorporate high tidal elevations in the Bay as the tailwater condition(s) for theH&H model. For specificity purposes, this value has been determined in addition to sea level rise considerations derived as part of the analyses procedures.
4.
The SFWMD standard rainfall depths and distribution curves for the various storms were utilized as required for the H&H Analyses.
5.
Peak elevations and flows were determined for each of the basins within VKB’s storm water watershed model for the following design storm events for the following events: 5-year, 72-hours 10-year, 72-hours 25-year, 72-hours 100-year,72-hours
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6.
Roadway Flooding Criteria : Miami-Dade County Department of Transportation and Public Works (DTPW) Criteria
7.
Design Storm Frequencies and Flood Limits (established in the Miami-Dade County Public Works Manual, Part 2, Design and Construction) Design Storm Frequencies and Flood Limits Roadway Location & Type Rainfall Flood Limits Frequency Residential and Commercial 5-year To Crown of Street or within 15 feet of Areas dwelling or occupied building, whichever is lower 2-Lane Roads in Residential and 5-year To Crown of Street Commercial Areas (10-year for Bridges) 4-Lane Roads in High Traffic & 10-year To outer edge of Traffic Lanes Density Areas
8.
Existing Basins as delineated in the 2011 SWMP Update (identifying 14 separate individual basins) were maintained. However, LIDAR information obtained from the County were utilized to verify the delineations and applicable adjustments made to reflect topography information.
9.
Positive Discharge: All existing outfalls were to be field verified by the Village Public Works Department prior to finalization of the H&H Analyses & Evaluation process. The results of the findings shall be appropriately incorporated into the effort.
10.
Pipe Hydraulic Opening Reduction: Various existing cast iron / metal piping have recently undergone rehabilitation via pipe lining. The H&H model has been updated to include their respective hydraulic opening appropriately reduced to reflect loss of area. All other existing cast iron/metal pipes within the system will assumed to have lost 50% of the hydraulic opening due to the expected degradation of this pipe material under the subsurface ground water conditions within the Village. The Village will implement a capital program that involves relining all metal pipes Village-wide.
11.
It was assumed that for this effort, the storm water infrastructure and hydraulic interconnectivity presented in the 2011 SWMP Update were accurate. No revisions or changes were proposed to the existing interconnections for the purpose of analyzing existing conditions, with the exception of updates based on recent improvements by the Village.
12.
Pump Stations: To facilitate the ability of underground injection wells to function in low lying areas, the Village staff is in favor of evaluating the use of pumps to enable and expedite disposal of runoff through injection wells. The Village’s preference for pump stations is for proposed systems to be submersible, duplex and capable of long term use in salt water conditions.
13.
Backflow Prevention: The analyses will factor in the placement of conventional backflow prevention devices, specifically at the outfalls and at points of interconnection of the central storm water trunk system along Crandon Boulevard.
14.
Green Infrastructure: The project will take into consideration implementation of “Green Infrastructure” where opportunities exist. The use of “Green Infrastructure” will provide better long term planning strategy which is environmentally conscious and results in lower capital and maintenance costs. A toolbox of “Green Infrastructure” components will be developed for this project and will integrate urban and engineering practices to provide overall better
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preservation of the existing site hydrology by reducing the runoff volume and peak flows while increasing aquifer recharge, reducing pollution, reducing the impacts of Sea Level Rise and climate change and associated mitigation costs. The toolbox will include cost efficient components for increasing the storage and infiltration of storm water, reducing the paved surfaces and improving the conveyances. 15.
3.2
Key Colony: Key Colony improvements will not be included in these analyses since the Condominium has hired an engineering firm to propose design improvements (including drainage wells redevelopment) to limit flows from Key Colony across the Sonesta Drive wall. The EAC team will coordinate with this engineering firm to ensure that this conditions are maintained. Other Jurisdictional Criteria
Stormwater management systems must adhere to mandated water quality and quantity criteria set forth by various local, state, and federal agencies with jurisdiction within the State of Florida. Existing systems when rehabilitated or retrofitted have to comply with all regulatory requirements irrespective of the preexisting conditions. The improvements that the Village will undertake will ensure that applicable regulatory requirements, codes, ordinances and criteria are complied with thoroughly. Due to the location of the coastline location of the Village, jurisdiction for storm water management extends across Federal, State and Local agency criteria that must be strictly adhered to. Each design improvement depending on its complexity, extent and impact to inland and coastal / environmental resources will generate its own respective specific set of requirements. The following agencies are expected to be involved with proposed design improvements: a) b) c) d) e) f) g) h) i)
Florida Department of Environmental Protection (FDEP) Florida Department of Transportation (FDOT) South Florida Water Management District (SFWMD) Miami Dade Regulatory and Economic Resources (RER) Florida Fish and Wildlife Conservation Commission (FFWCC) United States Army Corps of Engineers (USACE) United States Coast Guard (USCG) Village of Key Biscayne Public Works Department Village of Key Biscayne Building Department
The following regulatory requirements are applicable: 3.2.1
Water Quality Regulatory Requirements
Water Quality Regulatory Requirements govern the release of pollutants into water resources, including surface water and ground water. Within the Village of Key Biscayne, tFDEP, SFWMD)and RER have jurisdiction over stormwater quality criteria. The following subsections outline the current requirements mandated by these entities. All proposed stormwater infrastructure systems to be constructed in response to deficiencies and inadequacies within the Key shall be designed and permitted to comply fully with the most stringent of these requirements. 3.2.1.1 Florida Department of Environmental Protection (FDEP) The Federal Clean Water Act (CWA) provides the statutory basis for state water quality standards programs. The regulatory requirements governing these water quality standards programs also known as “Water Quality Standards Regulation” are published in 40 CFR 131. States are responsible for reviewing, establishing, and revising water quality standards. Florida’s surface water quality standards Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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system is published in 62-302 and 62-302.530 of the Florida Administrative Code (F.A.C.). The components of this system include: classifications, criteria, including site specific criteria, an antidegradation policy, and special protection of certain waters (Outstanding Florida Waters). FDEP is currently in the process of proposing several new water quality criteria. As of the date of this report, FDEP has initiated the current Triennial Review of State surface water quality standards and is considering revisions to several rule sections. The first series of public workshops was held in June, 2015. Additional public workshops will be conducted in the future. 3.2.1.2 South Florida Water Management District (SFWMD) SFWMD requires that all projects meet State surface water quality standards as set forth in Chapters 624 and 62-302, F.A.C., including the anti-degradation provisions of paragraphs 62-4.242(1)(a) and (b), 624.242(2) and (3), F.A.C., and Rule 62-302.300, F.A.C., and the special standards for Outstanding Florida Waters and Outstanding National Resource Waters set forth in subsections 62-4.242(2) and (3), F.A.C and the groundwater standards in Chapters 62-520 and 62-550 F.A.C. The volume of runoff to be treated from a site shall be determined by the type of treatment system. Effective October 1, 2013, the Environmental Resource Permitting (ERP) rules have changed. The ERP program is now implemented through a statewide rule, Chapter 62-330, F.A.C., and changes to the 40E chapters of F.A.C. To assure that these criteria are met, the proposed improvements must meet the described in the SFWMD Permit Manual (2014) Applicants Handbooks 1 and 2. a) Volumetric Requirements Retention, detention, or both retention and detention in the overall system, including swales, lakes, canals, greenways, etc., shall be provided for one of the three following criteria or equivalent combinations thereof: 1) For wet detention systems, the first one inch of runoff from the project or the total runoff from 2.5 inches times the percent impervious, whichever is greater, must be detained on site. 2) Dry detention systems must only provide 75 percent of the required wet detention volume. Dry detention systems maintain the control elevation at or above one (1) foot above the seasonal high ground water elevation. 3) Retention volume shall be provided equal to 50 percent of the above amounts computed for wet detention. Retention volume included in flood protection calculations requires a guarantee of long term operation and maintenance of system bleed-down ability. Systems with inlets in grassed areas will be credited with up to 0.2 inches of the required wet detention amount for the contributing areas. Full credit will be based on a ratio of 10:1 impervious area (paved or building area) to pervious area (i.e. the grassed area) with proportionately less credit granted for greater ratios. b) Land Use and Coverage Criteria Commercial or industrial zoned projects shall provide at least one-half inch of dry detention or retention pretreatment as part of the required retention / detention, unless reasonable assurances can be offered that hazardous materials will not enter the project's surface water management system. Such assurances include deed restrictions on property planned for re-sale, type of occupancy, recorded lease agreements, local government restrictive codes, ordinances, licenses, and separate containment systems designed to prevent discharge. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Projects having greater than 40% impervious area and which discharge directly to the following receiving waters shall provide at least one half inch of dry detention or retention pretreatment as part of the required retention / detention: 1)
Lake Okeechobee and the Kissimmee River.
2)
Water bodies designated as Class I or Class II waters by FDEP.
3)
Canals back-pumped to Lake Okeechobee or to the Conservation areas, or proposed for back-pumping.
4)
Other areas, such as the Savannas in St. Lucie and Martin Counties; the Six Mile Cypress Strand; the Big Cypress area of Collier County; and lands acquired by the District pursuant to Section 373.59, F.S. Water Management Lands Trust Fund (Save Our Rivers); and mitigation bank lands;
5)
Outstanding Florida Waters as defined in Chapter 62-302, F.A.C.; and Aquatic Preserves as created and provided for in Chapter 258, F.S.; and
6)
Water bodies within a District permitted public water supply well field cone-ofdepression which are not separated from the aquifer by strata at least ten feet thick and having an average saturated hydraulic conductivity of less than 0.1 foot per day; where the cone- of-depression is defined by one the District’s applicable conditions.
c) Flexibility for State Transportation Projects and Facilities In cases of widening existing urban public highway projects, SFWMD shall reduce the water quality requirements, if the applicant provides documentation which demonstrates that all reasonable design alternatives have been considered, and which provides evidence that the alternatives are all cost-prohibitive. Based on the SFWMD Permit Manual, State linear transportation projects and facilities (collectively referred to) often have unique design limitations. In recognition of this, SFWMD is mandated by state statutes to consider and balance the expenditure of public funds for storm water treatment with the benefits to the public in providing the most cost-efficient and effective method of achieving the treatment objectives of storm water management systems when reviewing such projects. To accomplish this, alternatives to on-site treatment for water quality will be considered including regional storm water treatment systems, off-site compensating treatment, and incorporation of offsite runoff into the treatment system for the project. 3.2.1.3 Miami Dade Regulatory and Economic Resources (RER) Miami-Dade County RER and Miami-Dade County Department of Transportation and Public Works (DTPW) are consistent with the State Water quality standards and requires that storm water management systems demonstrate full compliance with SFWMD’s mandated regulations. RER requires that projects be designed so water quality standards, as set forth in Chapter 17-302, Florida Administrative Code are maintained. To comply with this standard, one hundred percent (100%) of the water quality volume must be retained on site. The volume is taken from the first one-inch of runoff from the project total area. The approach for estimating this requirement is detailed in the County’s Policy for the Design of Drainage Structures, December 1980.
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3.2.2 Water Quantity Standards The following subsections outline the most stringent stormwater quantity requirements applicable to proposed stormwater infrastructure design and construction within the Village. Depending on specific circumstances, the requirements of the FDEP, FDOT, SFWMD and Miami-Dade RER may govern. 3.2.2.1 Florida Department of Environmental Protection (FDEP) According to the FDEP publication on the “Evaluation of Current Stormwater Design Criteria within the State of Florida”, the goals for stormwater management within the State of Florida are outlined in Chapter 62-40 of the Florida Administrative Code (FAC), titled “Water Resource Implementation Rule”. This rule provides general guidelines related to surface water management, flood protection, and minimum flows and levels. Criteria for stormwater management systems permitted within the State of Florida are outlined in Chapter 62-25, titled “Regulations of Stormwater Discharge”. Minimum design and performance standards for stormwater management systems are listed in Chapter 62-25.025, titled “Design and Performance Standards”. STORMWATER SYSTEM TYPE
DESIGN PARAMETER Treatment Volume
Retention Volume Recovery Treatment Volume Swales Volume Recovery Dry Detention
Treatment Volume Volume Recovery
CRITERIA Runoff from the first 1" of rainfall; or as an option, for projects < 100 ac, 0.5" of runoff < 72 hours following storm using percolation, evaporation, or evapotranspiration Percolate 80% of the runoff from a 3-year/1-hour storm within 72 hours following storm < 72 hours following storm using percolation, evaporation, or evapotranspiration Runoff from the first 1" of rainfall; or as an option, for projects < 100 ac, 0.5" of runoff < 72 hours following storm Permeability ≥ surrounding soil
Filter Systems (if applicable)
Media washed with <1% silt, clay, and organic matter Filter Design
Media uniformity coefficient > 1.5 Effective grain size from 0.20-0.55 mm Designed with Safety Factor of 2
Treatment Volume
1.00-inch of runoff
Volume Recovery
< 50% in 60 hours following storm
Detention Time Wet Detention
Littoral Zone
Minimum 30% of pond area
Pond Depth
Maximum 8-10 feet below control elevation Required for wet ponds unless side slopes are less than 4:1
Fencing
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a) Underground Injection Control (UIC) The FDEP regulates underground discharge via pressurized or gravity drainage wells through its Underground Injection Control (UIC) program. Drainage wells can only discharge into or above an aquifer that contains a total dissolved solids concentration of less than 10,000 milligrams per liter. For the purposes of the Village of Key Biscayne’s analyses and evaluation the following will be maintained: i. All existing wells are assumed to comply with this criteria. Drainage Well evaluation efforts will be required for each priority basin for design purposes and appropriate adjustments made during this H&H analyses effort. ii. Existing wells are assumed to function at only 75% of the estimated capacities to reflect long term usage. iii. Within the H&H model, drainage well capacities shall be updated based on all recent well redefinition efforts undertaken by the Village’s Public Works Department. iv. In the absence of field measured well capacities, all drainage wells capacities shall default to a determined well capacity estimated by local hydrogeologists familiar with the Village of Key Biscayne and other County barrier municipalities. 3.2.2.2 Florida Department of Transportation (FDOT) FDOT requires that proposed drainage systems meet the offsite discharge requirements outlined in F.A.C. Chapter 14-86. The following items are applicable regarding the FDOT criteria for the transfer of stormwater to the FDOT right-of-way as a result of manmade changes to adjacent properties: 1. The offsite discharge criteria is based on a critical storm frequency analysis including storm events with 2- to 100-year frequencies and 1-hour to 10-day durations for closed sub-basins and 3-day durations for sub-basins with positive outlets. 2. Any discharging pipe establishing or constituting a drainage connection to the FDOT’s right-ofway is limited in size based on the pre-improvement discharge rate, downstream conveyance limitations, downstream tailwater influences, and design capacity restrictions imposed by applicable other governmental entities. 3. The peak discharge rates and total volumes allowed by applicable local regulations are not exceeded. 4. The improvements shall not increase stormwater discharge rates above the predevelopment conditions. In addition to these criteria, FDOT District 6 has set forth specific criteria with regards to design storm events that must be adhered to. 3.2.2.3 South Florida Water Management District (SFWMD) SFWMD’s requirements and procedures for evaluating compliance with water quantity and other regulatory standards are outlined in the SFWMD Environmental Resource Permit (ERP) Applicant’s Handbook Volumes I & II. The criteria contained in the ERP Applicant’s Handbook were established with the primary goal of meeting water resource objectives as set forth in Part IV of Chapter 373, the Florida Statutes. SFWMD is amenable to other methods of meeting overall objectives of the District and which meet the conditions for issuance set forth in Rules 62-330.301 and 62-330.302, F.A.C., when necessary. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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The regulatory requirements pertaining to storm water quantity are outlined as follows: a) Discharge Rates SFWMD requires that off-site discharge rate be limited to rates not causing adverse impacts to existing off-site properties, and: i. ii. iii.
Historic discharge rates Rates determined in previous SFWMD permit action, or Basin allowable discharge rates.
b) Design Storm Unless otherwise specified by previous SFWMD permits or criteria, SFWMD requires that a storm event of 3-day duration and 25-year return frequency be used in computing off-site discharge rates. In general, the flows during a 25-year, 72-hour rainfall event are not increased during the post development condition. However, SFWMD also specifies that local drainage districts or local governments may require more stringent design storm criteria. c) Flood Protection for Roads In the absence of a local governing code or regulatory criteria, SFWMD specifies the following design criteria for drainage and flood protection: i. ii.
Frequency - 5 years Duration - 1 day (road centerlines)
d) Flood Protection for Buildings Building floors shall be at or above the 100-year flood elevations, as determined from the most appropriate information, including Federal Flood Insurance Rate Maps. Both tidal flooding and the 100-year, 3-day storm event shall be considered in determining elevations. e) Flood Plain Encroachment No net encroachment into the floodplain, between the average wet season water table and that encompassed by the 100-year event, which will adversely affect the existing rights of others, will be allowed. f) Historic Basin Storage Provision must be made to replace or otherwise mitigate the loss of historic basin storage provided by the project site. 3.2.2.4 Miami-Dade County Regulatory and Economic Resources (RER) Based on Table 1 of the County’s Public Works Manual - Water Control Section D4, Miami-Dade County RER requires that stages for two-lane local roadways be kept to crown of the road for a 5-year storm event. Miami-Dade County RER criteria also require that Exfiltration Trench Systems (or French drains) be designed so that the volume of storage and exfiltration during 1 hour is equal to the design runoff volume. Applicable sections of the Miami-Dade County Code, also govern storm water quantity regulations and standards. For roadway improvements, the County requires that French drains provide full onsite attenuation of the 5-year event with a safety factor of two at a minimum, the first inch of runoff be retained for varying storm events, with no overflow from the system’s mass balance relationship.
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For projects that discharge to Miami-Dade County canals, the specific allowable discharge criteria for that canal must be met. Designers must coordinate with Miami-Dade County RER to obtain the applicable discharge criteria of the specific receiving Miami-Dade County canal or water body. 3.3
Outstanding Florida Waters (OFW)
An Outstanding Florida Water, (OFW), is a water designated as such due to its natural attributes and importance. This special designation is applied to those water bodies to protect existing good water quality. Most OFWs are areas managed by the state or federal government. Systems discharging to a waterbody that has been identified as impaired by FDEP pursuant to 403.067, F.S., or to an Outstanding Florida Water, shall be designed in accordance with the procedures established by the SFWMD. Specifically, systems which have a direct discharge to an OFW, must provide an additional fifty percent of the required treatment. Waters of Biscayne Bay Aquatic Preserve and Biscayne National Park are classified as Outstanding Florida Waters (OFWs), and as such are subject to the above mentioned criteria.
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4.0
EXISTING CONDITIONS H&H MODELING & ANALYSES
This section of our technical report provides a description of the methodology that the EAC team utilized in evaluating existing conditions within the Key. Following the completion of the data gathering the EAC team proceeded with the analyses and evaluation of exisitng conditions utilizing the InfoSWMM software. According to Innovyze©, developers of the software, InfoSWMM is ArcGIS integrated, highly advanced, and comprehensive hydrologic, hydraulic and simulation model for the effective management of urban stormwater and wastewater collection systems. The program is built on ESRI’s ArcGIS platform using the latest Microsoft.NET and ESRI ArcObjects component technologies. InfoSWMM seamlessly integrates advanced stormsewer collection systems modeling and optimization functionality with the latest generation of ArcGIS. Hydrologic and hydraulic modeling was performed to evaluate existing conditions and also to determine the extent of deficiencies in comparison to the established LOS. InfoSWMM offers the capability to simulate various rainfall events under varying hydrologic and hydraulic conditions. VKB’s most recent SWMP Update was undertaken using this software making it the most cost effective and reasonable approach to performing the services required under this task. 4.1
Development of H&H “Baseline” Conditions Model
The existing Village wide’s H&H model from the 2011 SWMP Update was developed using InfoSWMM 9.0. This model utilizes a dynamic water solution to simulate runoff and flow routing through the system during a rainfall event. It is also capable of simulating ground infiltration, runoff, hydraulic grade lines, pipe storage, weirs, pump stations, tidal fluctuations, and drainage wells. Additionally, the model runs within Arc-GIS environment allowing for a graphical representation of the model. The georgaphic area considered as part of the SWMP Update encompasses the entire area within the Village municipal boundary, although the study area, for purposes of master plan recommendations, did not provide full coverage of the entire Village.
Figure 4-1 Map of Study Area Boundary Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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As documented in the SWMP Update, the model is composed of the following: o 14 Drainage Basins with the areas listed below: Basin Description Basin No. 1 Basin No. 2 Basin No. 3 Basin No. 4 Basin No. 5 Basin No. 6A Basin No. 6B o o o o o o o
Acreage (acres) 12.50 11.65 74.27 4.31 33.27 41.00 23.00
Basin Description Basin No. 7A Basin No. 7B Basin No. 8 Basin No. 9 Basin No. 9A Basin No. 10 Basin No. 11
Acreage (acres) 42.96 24.13 49.88 88.59 12.80 22.60 35.30
184 Sub-catchments which, represent the total area that drains into VKB’s stormwater management system. 441 Conduits representing the main trunk line of VKB’s stormwater management system. 438 Junctions representing the structures joining the main trunk line of the Village’s stormwater management system. 2 Stormwater disposal pump stations within the VKB. 13 weirs representing the weirs within the stormwater management system. 17 Outfalls representing the outfall to Biscayne Bay 31 Outlets representing the flow into gravity drainage wells.
The SWMP was completed utilizing an older version of InfoSWMM and thus required update to the newer version. The newer version provides additional features that are beneficial to the H&H analyses process. The modeling update went through a four-step update and refinement process with the intent of providing additional enhancements to the model using the most readily available and recent infrastructure data. The four-step process is outlined as follows: 1.
Innovyze InfoSWMM Model version update from version 9.0 (based on EPA-SWMM 5.0.018) to version13.0 (based on EPA-SWMM 5.1.007). Incorporate field verified infrastructure data to existing model connectivity. Provide additional sub-basin interconnectivity based on recent topographic maps. Modify model input parameters to improve model stability and accuracy.
2. 3. 4.
The completion of steps 1 through 4 resulted in a new 2015 Baseline Existing Conditions model that was the basis for the analysis and the proposed improvements. 4.1.1
Updating the 2011 H&H Model
There have been numerous updates, changes and fixes between InfoSWMM 9.0 and InfoSWMM 13. A complete listing of changes is summarized on the software developer’s website at www.innovyze.com. As with most conversion processes for software update, there were some initial instabilities and excess continuity errors observed once the software update was utilized in evaluating VKB’s watershed conditions. These instabilities were primarily due to the revisions in the operating parameters between the different versions. The EAC team’s approach to resolving these instabilities was modifying the following simulation parameters in the Model Scenario Manager: o o
Time Step for Conduit Lengthening (sec) = 7 Safety Factor (%) = 65
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o
Inertial Terms = Ignore
These modifications were implemented in consultation with service representatives from Innovyze©. The objective of reducing continuity errors and improving model stability was to ensure performance level of consistency (or improvements) between the 2011 SWMP Update H&H model and the 2015 Baseline H&H model by comparing the continuity error from different precipitation events. Through this procedure the following comparisons were achieved: Continuity Error Storm event 5-yr – 24 hour 10-yr - 24 hour 25-yr - 72 hour 100-yr – 72 hour
2011 SWMP Update Model -2.000% -2.053% -3.631% -4.018%
2015 Initial Model Conversion -17.024% -10.502% -9.829% -5.382%
2015 Established Baseline Model -0.945% 0.585% -0.680% -0.214%
Further refinements in the model input parameters did not yield any marked improvements in the continuity error documented in the model results. 4.2
Development of H&H “Control” Conditions Model
The effort to implement the 2011 SWMP Update requires that present ( year 2015) existing conditions be analyzed and evaluated for improvements where LOS deficiencies are prevalent. It is, therefore, important to enhance the conditions in the 2015 Baseline H&H model to reflect the stormwater infrastructure and management conditions presently existent within the Key. Since the 2011 SWMP Update was completed, there has been several initiatives that have been embarked on and completed by the Village. These initiatives have added new components and conditions to the stormwater management system and performance within VKB. The result of incorporating critical initiatives and new LOS expectations is a refined H&H Control Conditions model that serves as the realistic basis for future infrastructure needs and or improvements. 4.2.1
Stormwater Sewer Drainage System Field Verification Efforts
Currently, the Village is in the process of field verifying the existing systems located throughout the Village with the intent of inspecting the condition of the existing systems, identifying connectivity, detailing physical dimensions, and locating critical failures in the systems. VKB has contracted A&A Drainage, Inc (A&A), a maintenance contractor specializing in the maintenance and physical inspecting of stormwater infrastructure systems. A&A surveys the Village’s stormwater management systems and provides findings into an ArcGIS Online-based maintenance feature class maintained by the Village. The field verification process was in the initial stages of being performed during the development of this study; as a result, only a limited portion of the system was field verified (see Figure 4-2). This included portions of: o o o o
Harbor Drive Crandon Boulevard Hampton Lane Cypress Drive
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o o o o
West Heather Drive Fernwood Road West Palmwood Lane West Enid Drive Existing Conditions H&H Analyses & Modeling Page 4-3
Figure 4-2 : Field Verification of Storm Sewer System 4.2.2
Stormwater Sewer Drainage Metal Pipe Relining Program
As a result of field verification and pipe condition inspection efforts, several segments of metal pipes have been found to be in poor conditions. Some of the pipes (including the outfalls pipes) show significant distress, cracking and complete collapse. As a proactive measure, the Village is implementing a metal pipe relining program. VKB has contracted Layne Inliner, LLC to undertake the installation of Cured-InPlace-Pipe (CIPP) lining. The Inliner® cured-in-place pipe is a proven, cost effective solution to problems normally associated with leaking or deteriorated pipelines, and its trenchless installation minimizes or eliminates the inconveniences caused by excavating roadways to perform replacement or rehabilitation. The Inliner® resin impregnated tube is designed as a fully structural pipe or to serve as an interior infiltration barrier. The Inliner® cured-in-place pipe is installed using one of two methods: direct inversion (ASTM F1216) or pulled in place (ASTM F1743). Curing begins after the liner is in place. This process can be achieved utilizing hot water, steam, or ultraviolet light system by surface, roadway and private property excavations. To adjust for the incorporation of the CIPP lining, all known and verified metal pipes within the watershed were adjusted in the model for a slight loss in opening diameter. It is acknowledged that the relining program is ongoing, however, the reduction in pipe area by approximately 2-inches provided a greater confidence level for modelling purposes. 4.2.3
Drainage Well Redevelopment and Maintenance Program
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The Village through its Public Works division performs yearly maintenance activities for its drainage wells. The objective of this program is to proactively maintain VKB’s gravity wells in optimal conditions given the available funding. Currently, VKB maintains and operates 32 gravity wells located throughout the Key; however, only 29 of these wells are tied to the overall VKB Stormwater Management System. The wells under this program are only those under the jurisdiction of the VKB. Other privately owned and installed wells are not covered under this program. The well maintenance program consists of cleaning, and in some cases, redeveloping a specified number of wells on a yearly basis. The tabulation below provides a listing of the wells located within the Village and their verified capacities. The wells highlighted have recently been redeveloped.
Well I.D
Year Constructed
Original Total Depth (feet)
Current Total Depth (feet)
1(w) 2(e ) 3(w) 4(e ) S-29(e) S13(w) 3-A 3-B 3-C 3-D 4-11 5-15 6-A 6-B 6-C 6-D 7-A 7-B 7-C 7-D 8-A 8-B 8-C 1--28 2--24 S-20 1(w) 2(c) 3(e)
1995 1995 1995 1995 1995 1995 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1997 1998 1999 1999 1999
115.50 100.00 88.00 89.00 86.00 118.00 53.00 54.00 80.00 80.00 57.00 60.00 80.00 80.00 80.00 80.00 100.00 120.00 100.00 80.00 81.00 80.00 80.00 80.00 60.00 90.00 96.00 95.00 69.00
109.00 89.00 66.00 76.00 82.00 117.00 54.00 53.00 74.00 72.00 51.00 55.00 77.00 73.00 71.00 75.00 92.00 121.00 89.00 76.00 82.00 73.00 73.00 74.00 54.00 85.00 98.00 98.00 66.00
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PreDevelopment Capacity (gpm/ft)
PostDevelopment Capacity (gpm/ft)
100 95 1150
1150 1100 1500+
1100 350 240 250 130
1500+ 640 330 1200 500
160 250
1200 1200
200 300 300
760 900 1500
175 310 570
1500 1500 1500
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The verified well capacities were incorporated into the InfoSWMM model. In addition, the well capacities currently coded in the model that were in excess of 1500 gpm per foot of head were reduced to a minimum of 1500 gpm per foot of head to reflect a more realistic representation of the conditions of the wells in the absence of redevelopment or prolonged usage. It is recommended that during the design phase, test wells be performed meeting FDEP’s Reasonable Assurance procedures to establish verifiable basis for proposed infrastructure improvements. 4.2.4
Emergency Stormwater Management Capital Projects
Since the 2011 SWMP Update, the Village of Key Biscayne has completed several emergency stormwater management capital improvements projects. As part of the data collection phase, VKB staff provided project as-built information for projects completed as of June 2015. The capital improvement projects completed are: o
260 Harbor Dr. Outfall O-16 – Outfall Reconstruction: Completed in September 2013, this project included the complete removal and replacement of the existing collapsed outfall.
o
398 Harbor Dr. Outfall O-15R – Outfall Reconstruction: Completed Construction June 2015, this project included the complete repairs to the outfall structure and replacement of the outfall piping as well as the installation of a “Duckbill” back flow system.
o
K-8 Area Drainage Improvements – Completed in June 2015, this project included the installation of two gravity drainage wells, improvements to stormwater conveyance system and the installation of a “Duckbill” back flow system between the K-8 School and Crandon Boulevard.
4.2.5
Model Improvements & Refinements
In addition to the items noted previously, other items were incorporated and coded within the model to provide a more accurate representation of the existing conditions. 4.2.5.1 Tidal Curve at Outfalls VKB currently has several outfalls that discharge into the Bay. In order to simulate the tail water conditions, a consideration for the impacts of high tide, which the Bay experiences frequently, must be provided in the analyses. To accomplish this, the EAC team introduced a Tidal Curve Time Series feature within the model to represent the condition of how each of these outfalls behave when there is a high tide. The selected Tidal Curve used for this model update were obtained from Astronomical Tide values. This is the method typically chosen by the Florida Department of Transportation (FDOT) for simulating tides. The Tidal Curve Time Series was also extended over the rainfall period and shifted so that the high tide would coincide with the peak storm intensity. 4.2.5.2 Subcatchment Interconnectivity An additional component of the model update and refinement task, involved the inter-basin connectivity within the model. The original 2011 Existing Conditions Model did not contain overland weirs for areas where potential overland connections existed within the Key. These areas included mostly low-lying areas such as those along the roadways where the conveyance of stormwater runoff would not be impeded between adjacent sub-basins that do not have interconnecting stormwater management systems. Figure 4-3 below shows the locations of the new overland weirs introduced into the Control Model representing the interface of runoff between sub-basins throughout the Village. The overland weirs allow
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the model to convey stormwater runoff between adjacent sub-basins instead of limiting the connectivity to only those areas where stormwater infrastructure exists.
Figure 4-3 : Overland Weirs within H&H Control Model 4.2.5.3 Subcatchment Storage Capacity The original model defined 500 sq-ft of storage above the rim elevation of all the junction nodes representing each sub-catchments irrespective of size. This was found to cause instabilities within the current model and was adjusted to reflect representative conditions based on the size of each catchment. The following procedure was developed to derive new storage values for the catchments: 1. The total lot size for each individual private parcel and the building foot-print area for multi-family condominiums was subtracted from the total sub-catchment area. This was done to ensure that no storage was made available within an area occupied by a private parcels and or building/structures. 2. The remainder area with each subcatchment is thus made up of the planometric area representing roads, sidewalks and grass swales within right-of-way. The effective storage area was then determined as fifty percent of the remaining area. 4.3 Assumptions & Considerations for H&H “Control” Model Conditions The development of the Control Model required that several assumptions and important considerations inreference to the provided SWMP model and prevailing LOS conditions be established and accepted by EAC in coordination with VKB. Below is a list of the key assumptions established. 1. While, the 2011 Existing Conditions model sufficiently detailed representation of the Village’s stormwater drainage infrastructure for 2011, adjustments to coding of several hydraulic links were
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2. 3. 4.
5. 6. 7.
needed to provide a representative condition of some of the existing conveyance infrastructure within the Key. In the absence of field topography survey, the LiDAR delineated sub-catchment areas and properties (Curve Number, Percent Impervious). This is an acceptable approximation of the hydrologic coverage for analyses and modeling purposes. Inspite of variations in pipe material and in the absence of complete as-built records for the Key, all pipe materials will be modelled with a Manning’s Coefficient (n) of 0.0120. In the absence of field topography survey and complete as-built records, the sizing of pipe openings within the 2011 Existing Conditions model is assumed to be accurate. Upon receipt of updated information through VKB’s ongoing pipe condition assessment program or new topography survey records, these pipe sizes will be revised to reflect the field conditions. As infrastructure improvements are implemented in the system, pipe sizes will also be updated in the model. This will keep the model current at any stage during the capital improvements program. In lieu of specific located field measurements, NOAA’s Astronomical Tide Data for site(s) in close proximity to the Village were used to developed the tide time series for the modeling procedure. The H&H model was coded to maximize the available head for gravity wells at one (1) foot. This limiting condition was established due to the low topography within the Key and the reoccuring elevated ground water levels. The Third National Climate Assessment (2014) reported that climate change, once considered an issue of a distant realization has moved firmly into the present. One of the critical aspects for coastal communities such as the Village of Key Biscayne is Sea Level Rise (SLR). Satellite data in the last two decades confirms gradual rise of sea level. Sea level projections were based on computations developed by National Climate Assessment. For the next 15 years, sea level rise projections are estimated at 6-inches.
Figure 4-4 : Past and Projected Changes in Global Sea Level For inland hydrology and gravity drainage systems, the effects of SLR manisfests as the elevated sea levels, reduced gradient of water profiles and causes delays and/or inhibited drainage and storm water conveyance and disposal. Furthermore, during high tides, if the discharge elevation is greater than the inland drainage elevation, the flow direction in stormwater pipes may be reversed; instead of stormwater discharging into the bay, it may backflow from the bay to the inland, thus, exacerbating the ponding. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.4
2015 H&H Control Model Results
Once the model refinements and updates were completed, the EAC team proceeded to simulate the performance of the Village’s infrastructure for the following events: 1. 5 year -72 hour rainfal event 2. 10 year-72 hour rainfal event 3. 25 year- 72 hour rainfal event 4. 100 year-72 hour rainfal event. The results from the analyses effort were first compared to established LOS criteria and then followed an assessment of deficient or problem areas throughout the Village. The resulting stages from each rainfall event were correlated with: 1. The Village staff’s historically observed conditions as illiustrated in the Village’s maintenance flood maps. 2. The Village’s repetitive loss areas maps which show the properties that have filed claims for flood insurance. The results were also converted into a graphic aerial map by spatial geo-processing the output from the InfoSWMM model & ARC GIS into AutoCAD Civil 3D format. The ponding levels or depths were then digitized to depict in different colors various depths of ponding. The depth of ponding was determined by the difference between topographical ground elevations within the Key and the ponding elevations that resulted from the modeling/simulation efforts. The ponding depths were stratified in 6-inches increments according the tabulation below: Ponding Level
Depth of Ponding
1
0 – 6 inches
2 3 4
Greater than 6 inches to 12 inches Greater than 12 inches to 18 inches Greater than 18 inches
Color Code Blue Green Yellow Red
The resulting maps for the 2015 Control Conditions are provided in Figures 4-5 through 4-8 provided on the following pages.
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4.5
Identification of Problem Areas
Miami-Dade RER has established procedures and criteria to identify problem areas when H&H analyses are undertaken for watersheds. These procedures and criteria are docuemented in Part I, Volume 3, “Stormwater Planning Procedures,” dated March 1995. Although, not explicitely utilized for this SWMP Implementation effort, the recommendations in RER’s publication have been adapted to identifying the problem areas within the Key. In general, the presence and severity of stormwater ponding serves as the basis for identifying the problem areas. These areas are those depicted on Figures 4-5 through 4-8 which, indicate excessive ponding depths with prolonged recovery times. Accordingly, the completed H&H indicates that 14 major areas within the Villiage shall be included in a Capital Improvements Program (CIP). The problem areas requiring infrastructure improvements are listed as follows: 8. Harbor Dr. Corridor 1. K-8 School Central Basin 9. West wood Drive Corridor 2. K-8 School South Basin 10. Allendale Road., Warren Lane and 3. West Heather Drive Hampton Lane Corridors 4. West of the Village Green Park Area 11. West Enid Drive Corridor 5. Holiday Colony 12. Palmwood Drive Corridor 6. The Gardens District 13. Sabal Drive Corridor 7. Ocean Lane Drive 14. Curtiswood Corridor
Figure 4-9 : 2015 H&H Control Model – Problem Areas
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5.0 PROPOSED “SOLUTION” H&H MODELING & ANALYSES This section of our technical report provides a description of the methodology that the EAC team utilized to develop and evaluate measures and infrastructure improvements to enhance the Village’s existing storm water management system. These improvements will be necessary to reduce repetitive loss claims and enhance the level of service / performance of VKB maintained infrastructure. In order to maximize the benefit to all residents and stakeholders within the Village, a holistic approach encompassing the evaluation of the impacts of each type of alternative on the village storm water management system as a whole was adopted. The approach allows for the Village to effect improvcements that benefit the entirety of the Village in lieu of targeting improvements to more localized areas. Furthermore, the topography of the Village is generally flat and the interdependency of the subcatchments delineated for the watershed facilitates the selected approach. This approach involved incorporating adverse ponding mitigation infrastructure and measures within the 2015 “control” H&H model as necessary to understand and comprehend the benefits of each respective action plan. InfoSWMM, through its ArcGIS integrated environment provided a user friendly platform with the ability to readily and easily assess the effectiveness and viability these stormwater management alternatives before extensive and detailed design calculations are carried out. The result of these analyses yielded a two tiered approach to enhancing the LOS throughout the village. 5.1 Tier 1 Infrastructure Improvements Tier 1 Improvements comprise of mitigating and reducing the impacts resulting from consistent tidal flutuations. These improvements comprise of implementing a strategy to relieve the Key of high tide ponding conditions that occur predomintly on the west side of the Village. These conditions if not addressed are likely to be further excarcebated considering the effects of global warming and associated sea level rise (SLR). The resulting effects that high tide conditions have on the village stormwater management include the following: 1. The presence of nuisance ponding on streets (travel lanes) and driveways occasionally affecting traffic flow and resulting in unnnecessary delays. 2. Salt-water intrusion into the upstream existing drainage infrastructure potentially impacting on mechanical components of the existing pumps. This may impact on the reliability and performance of pump stations and need for frequent maintenance. 3. The high tides are responsible for increased frequency of pump turn ons which ultimately the performance of the existing stations, reduces the reliability and further increases the potential need for frequent maintenance. 4. The presence of significantly corroded metal pipes is also a potential consequence of hight tides with higher salinity levels triggering the need for capital improvements to repair or replace pipe segments. 5. Gravity wells are potentially affected by the hightides often imposing a back pressure on the disposal capability consequenting in inefficient management of stormwater runoff. EAC recommends that the Village embark on a high tide mitigation progrram that targets twenty (20) identified storm water outfalls. The improvements will also be extended to include tie in points from the Village’s maintained system to Crandon Boulevard at the following locations: o o o
@ the intersection of Crandon Blvd & Galen Drive @ the intersection of Crandon Blvd & East Heather Drive @ the intersection of Crandon Blvd & Ocean Lane Drive
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The High tide mitigation program will involve the selection of devices and ancilliary stormwater and site infrastructure improvements to facilitate their installation. 5.1.1
Alternatives for High Tide Mitigation Improvements
Several alternatives for high tide mitigation systems, measures, valves and equipment were evaluated for implementation. Several factors were considered in making a thorough asessment and determination of benefits and disadvantages associated with each of the options considered. Some of the factors considered included: i. ii. iii. iv. v. vi. vii. viii. ix. x. xi. xii. xiii. xiv. xv. xvi.
Installation Costs Ease of Maintenance Reliability in Saltwater Environment Ease of Installation Local Availability Durability to Tidal Effects / Forces Need for Installation from the Outlet End Industry Acceptance & Reputation Fabrication Size Range Familiarity with VKB Public Works staff Type of Material Duration of Construction Ability to Operate Valve Manually During an Event Flow Efficiency Debris Control Suitability to Outfall Conditions
Some of the systems reviewed include: 5.1.1.1 Flap Gates Flat Gates are systems which when at the end of a outfall pipe prevents the flow of water in the upstream direction. This is achieved through a hinged mechanism that only allows water to flow in a particular direction. Flap gates are typically made out of galvanized cast iron or stainless steel, however some rubber or plastic material types are available. Flap gates would have to be installed at the outlet end or would require installation inside structures upstream of the outfall culvert or pipe. 5.1.1.2 Inline Check Valves Inline Check valves are systems which, when places inside a pipe, prevents the flow of water in the reverse direction upstream. These devises are made of a specialized rubber material and are unibody. The advantage of inline check valves is that they can be installed upstream of an outfall. The environmental and regulatory concerns when installing this type of systems is comparatively minimal. However, there are associated installation constraints and limitations that must be evaluated prior to use. 5.1.1.3 Outlet “Duckbill” Check Valves Duckbilled valves when placed at outfall locations prevent the flow of water in the upstream direction by effectively closing the opening into pipe. Flow through a “duckbill” valve is always monodirectional (i.e. from upstream to downstream), as the valve remains shut otherwise. This type valve is typically made out a specialized rubber material and are also unibody. The Village has recently installed these valves and Public Works staff are familiar with it. Environmental conditions however have to be considered when they are utilized when they have to be installed on the outlet end. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.1.1.4 Slide Gates Slide gates are systems typically installed at outfall locations which interrupt the flow of water by essentially closing the pipe opening. These mechanical appurtenances are typically made of stainless steel and can either be operated manually or remotely. Remotely operated slide gates would require additionally considerations to be accounted for including the need fo electrical/power installations and telemetry connectivity. 5.2
Tier 2 Infrastructure Improvements
Tier 2 Improvements encompass the implementation of a stormwater capital projects plan village-wide with the objective of improving conditions currently experienced in the Key after rainfall events. These improvements are goaled at ensuring that regulatory required LOS is maintained within right of ways under the jurisdicction of the Village. These improvements involve retrofiting and rehabilitation of existing infratsructure, removal and abadonment of unreliable systems and proposing new and modern techniques of managing stormwater after precipitation events. The capital projects conceived as part of the SWMP implementation, are capable of ensuring that storm water collection, conveyance and disposal occur in a seamless process ensuring that adverse ponding on streets are significantly minimized. The projects also consider utilizing all existing infrastructure deemed tobe in acceptable working conditions, thereby reducing capital costs and construction schedule. The improvements are also carefully developed to minimize impacting on environmental constraints associated with implementing infrastructure construction in close proximity to the Bay and other sensitive plant/marine life. The goal of the EAC team in proposing the improvements specified for the problem areas is to ensure that necessary measures can be undertaken in an economical, environmentally safe and efficient manner. 5.2.1
Alternatives for Tier 2 Capital Improvements
Following the completion and identification the problem areas, the EAC team started to evaluate and analyse different infrastructure systems to be implemented to address the needs identified. Coastal communities, such as the Village of Key Biscayne, have a limited range of infrastructure systems that are practical due to low topography and subsurface conditions that render many other approaches ineffective. The following improvement measures and approaches were reviewed and evaulated by the EAC team: 5.2.1.1 Conveyance Piping Upgrades A review of the existing stormwater atlas and as-builts provided to EAC team revealed that conveyance piping improvements are needed to facilitate the flow of runoff between various locations villagewide. The improved interconnectivity will also serve to maximize disposal through drainage wells and at the outfalls. Adequately sized piping will also improve flow conditions that may be inhibited by undersize piping and or damaged (or significantly corroded) pipe segments. Adequate conveyance is a major attribute of efficient stormwater management systems and will be an important consideration in improving the performance of VKB’s system. Futhermore upgrades are necessary to bring existing infrastructure up to industry standard. 5.2.1.2 Additional Outfalls Outfalls facilitate disposal of stormwater into of surface waters. One approach considered involves the installation of additional outlet points into the Bay. Additional outlets would provide relief to existing Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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outfalls some of which are significantly undersized or partially damaged hindering their effectiveness. If implemented these additional outfalls would discharge directly into Biscayne Bay a State of Florida classified Outstanding Florida Water (OFW). Discharge into OFWs require increased regulatory standards. Furthermore, the feasibility of additional outfalls may be diminished especially considering the need for extensive coordination associated with acquiring easement and licensed agreements from private property owners. 5.2.1.3 New Gravity Drainage Wells For stormwater disposal purposes drainage wells are utilized to transmit runoff directly into a subsurface non-potable aquifer where seepage or transmissivity is very low or non- existent. The design hydraulic head for gravity drainage wells is limited by the maximum allowable stage upstream of the drainage wells. In locations where the topography is low or critically low lying, the hydraulic head is further restricted because of high water table and head losses resulting from the density variance between fresh and saltwater. Gravity wells have wide spread usage through out the Village and have been an important part of the storm water management system. Provided that there are no anomalies with the structural integrity of subsurface, drainage wells will continue to be the an important method of stormwater disposal for VKB. 5.2.1.4 Redevelopment of Existing Gravity Drainage Wells The village currently operates and maintains 29 drainage wells . These drainage wells have been in operation for a sustained period of time. Over time the hydraulic disposal capacities of wells reduce significantly. This reduction in capacity delays stormwater disposal and increases street ponding of runoff. VKB’s Public Works division has in place an ongoing Drainage Well Redevelopment and Mainatenance Program that has been significantly valuable and beneficial to the stormwater management system. This program is strongly recommended to continue and existing wells where feasible should be redeveloped to increase their capacities to reduce and possibly eliminate prolonged ponding. As established in Section 4 of this report, several wells are in need of redevelopment to ensure that they are in optimum working condition and also to ascertain their disposal capabilities. 5.2.1.5 Stormwater Pump Stations and Pressurized Injection Wells In extreme cases where the available head to facilitate disposal through gravity wells is inadequate to achieve the desired LOS, it is necessary to introduce an external source to produce the hydraulic head needed. A stormwater pump station equipped with adequately sized pumps are necessary to remove stormwater streets that cannot be otherwise drained by gravity. Because of high costs,, their use is recommended only where other systems are not feasible. They are however extremely effective when planned and designed effciently. Pump stations work in tandem with drainage wells which are manifolded to the pump outlet pipe making them “pressurized” and capable of injecting flow into the non potable aquifer at a higher head pressure. FDEP mandated regulatory requirements limit the maximum amount of head that can be utilized in order to ensure the integrity of the subsurface. Other considerations must also be taken into account when proposing stormwater pump station including pump redundancy, electric/power requirements, land availability and sizing, salinity conditions, maintenance needs and screening conditions. 5.3
Evaluation of Deficiencies throughout Village of Key Biscayne
In proposing each improvement or combination of improvements to address deficiencies in the probelem areas, the EAC team considered several factors. These factors or indicators presumably served as the sources or causes for the adverse stormwater management concerns exhibited. The factors considered include the following: Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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i. ii. iii. iv. v. vi. vii. viii. ix.
Extremely Low Topography (i.e. elevations less than or equal to 4.00 ft NAVD) Inadequate Infrastructure either due to the lack of infrastructure or presence of undersized infrastructure. Limited interconnectivity within subcatchments Proximity to Existing Outfalls Available space within Right of Way Roadway or Street Crossection conditions Roadway or Street Swale definition and conditions Presence of and Spacing of Drainage collection structures Presence of Decorative Landscaping & Hardscape
Other factors considered that relate to the level, type and number of improvements proposed include: i. ii. iii. iv. v. vi. vii. viii.
Construction Costs Construction Schedule Proximity to and Interconnection with systems owned and maintained by other jurisdictions Easement Acquisition and or License Agreements Permitting Requirements Environmental Impacts VKB Public Works Familiarity & Maintenance Needs Impacts to homeswith building pads below FEMA Flood Criteria
5.4 Tier 1 Improvements H&H Model The 2015 Control H&H model was updated to incorporate backflow prevention at the twenty locations previously described. To compensate for the effects of the backflow systems, additional head losses were coded at the outfalls and at tie-ins to the Crandon Boulevard system. These new components and conditions to the stormwater management system model introduced new instabilities to the model. These instabilities were primarily due to the interaction of these new components on the rest of the system. The EAC team’s approach to resolving these instabilities by modifying the following simulation parameters in the Model Scenario Manager: o o o
Time Step for Conduit Lengthening (sec) = 7 Safety Factor (%) = (varies) Inertial Terms = Ignore
These modifications were implemented in consultation with service representatives from Innovyze©. The objective of reducing continuity errors and improving model stability was to ensure performance level of consistency for comparison purposes between 2015 H&H Control Model and the 2015 Tier 1 Model when analyzing and evaluating the improvements to LOS for the different precipitation events. Through this procedure the following acceptable comparisons were achieved: Continuity Error Storm event 5-yr – 24 hour 10-yr - 24 hour 25-yr - 72 hour 100-yr – 72 hour
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2015 H&H Control Model -0.945% 0.585% -0.680% -0.214%
2015 Tier 1 Model -0.607% 1.025% -0.930% 1.643%
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Further refinements in the model input parameters did not yield any marked improvements in the continuity error documented in the model results. 5.4.1 Assumptions & Considerations for Tier 1 Improvements Model The development of the Tier 1Model required additional assumptions and important considerations as follows: 1. The backflow prevention systems will be installed at every outfall location in accordance with the High Mitigation Improvements program previously described. Although due to field conditions, it may be infeasible to install the systems within or on the outfall culvert/pipe, the systems will be installed within the upstream drainage structure preceding the each respective outfall. Careful field engineering decisions will have to be taken to ensure the installation complies with the conditions coded within the Tier 1 H&H model. 2. There is no groundwater infiltration into the stormwater system. This model assumes that the effect of groundwater infiltrating into the stormwater system via pipe openings or through drainage wells backflow is negligible 5.4.2
Tier 1 Model Results
Once the model refinements and updates were completed, the EAC team proceeded to simulating the performance of the Village’s infrastructure for the following events: 1. 2. 3. 4.
5 year -72 hour rainfal event 10 year-72 hour rainfal event 25 year- 72 hour rainfal event 100 year-72 hour rainfal event.
The results for from this analysis effort were then compared to the established LOS criteria as well as results from the H&H analyses for the 2015 Control conditions. The results were also converted into a graphic aerial map by spatial geoprocessing the output from the InfoSWMM model & ARC GIS into AutoCAD Civil 3D format. The ponding levels or depths were then digitized to depict in different colors various depths of ponding. The depth of ponding was determined as the difference between topographical ground elevations within the Key and the ponding elevations resulting from the modeling/simulation efforts. The ponding depths were stratified in 6-inches increments according the tabulation below: Ponding Level
Depth of Ponding
1
0 – 6 inches
2 3 4
Color Code
Greater than 6 inches to 12 inches Greater than 12 inches to 18 inches Greater than 18 inches
Blue Green Yellow Red
Figures 5-1 through 5-4 illustrate results obtained from the analyses.
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5.5
Tier 2 Improvements H&H Model
The Tier 1 Improvements model was updated with capital improvement measures and systems. The task of updating Tier 1 Model to the Tier 2 Model involved the implementation of a combination of the infrastructure types previously described with the objective of achieving the LOS established as an indicator of acceptable performance. In general, the methodology followed in proposing improvements was: 1. 2. 3. 4. 5. 6. 7. 8. 9.
Redevelopment of existing wells if present within problem area Retrofit of existing stormwater pump station if present within problem area Provide system adequate interconnectivity between sub-catchments. Upgrading of Existing Infrastructure – For this step the model inputs and outputs were analyzed to determine whether or not continuing upgrade the existing infrastructure had the desired effect. Introduction of additional drainage wells– For this step, the model inputs and outputs were analyzed to determine whether or not adding more drainage wells were feasible Introduction of new stormwater Pump stations Upgrade Gravity Wells to Pressurized Injection Wells Provide New Pressurized Injection Wells. Evaluate futher need for Outfall Improvements and/or Additions
The new components and conditions to the stormwater management system model introduced new instabilities to the model. These instabilities were primarily due to the interaction of these new components on the rest of the system. The EAC team’s approach to resolving these instabilities by modifying the following simulation parameters in the Model Scenario Manager: o o o
Time Step for Conduit Lengthening (sec) = 7 Safety Factor (%) = (varies) Inertial Terms = Ignore
The objective of reducing continuity errors and improving model stability was to ensure performance level of consistency for comparison purposes between 2015 Control Model 2015, Tier 1 Model and the 2015 Tier 2 Model when analyzing and evaluating the improvements to LOS for the different precipitation events. Through this procedure the following acceptable comparisons were achieved: Continuity Error Storm event 5-yr – 24 hour 10-yr - 24 hour 25-yr - 72 hour 100-yr – 72 hour
2015 H&H Control Model -0.945% 0.585% -0.680% -0.214%
2015 Tier 1 Model -0.607% 1.025% -0.930% 1.643%
2015 Tier 2 Model -0.607% 1.025% -0.930% 1.643%
Further refinements in the model input parameters did not yield any marked improvements in the continuity error documented in the model results.
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5.5.1
Assumptions & Considerations for Tier 2 Improvements Model
The development of the Tier 2 Model required additional assumptions and important considerations as follows: 1. The backflow prevention systems outlined in the Tier 1 Improvements will be installed at every outfall location in accordance with the High Mitigation Improvements program as previously described. Careful field engineering decisions will have to be taken to ensure the installation complies with the conditions coded within the Tier 1 H&H model. 2. There is no groundwater infiltration into the stormwater system. This model assumes that the effect of groundwater infiltrating into the stormwater system via pipe openings or through drainage wells backflow is negligible 3. Future redevelopment within the village will not significantly impact runoff. Therefore, the proposed runoff coefficients for each sub-catchment will remain the same as the existing conditions. 4. All new and redeveloped drainage wells are coded with 850 GMP/ft-head capacity, to account for a long term utilization rate. 5. Available right-of-way from detention/retention system is not existent and acquisition of more right-of-way will remain infeasible due high land costs. 6. The material for all new stormwater pipes will have with a manning’s coefficient ‘n’ = 0.0120. 7. All new and retrofitted pumps will exhibit a maximum capacity of 22 cfs. 8. All new and retroffited pumps will have stainless steel and corrossion proof components. 9. No collection system improvements are proposed due to the EAc team’s understanding that the collection infrastructure are in good operating and maintained conditions and spot repairs or rehabilitation will performed under maintenance operations by VKB Public Works Division. 5.5.2 Tier 2 Model Results Once the model refinements and updates were completed, the EAC team proceeded to simulating the performance of the Village’s infrastructure for the following events: 1. 2. 3. 4.
5 year -72 hour rainfal event 10 year-72 hour rainfal event 25 year- 72 hour rainfal event 100 year-72 hour rainfal event.
The results were also converted into a graphic aerial map by spatial geoprocessing the output from the InfoSWMM model & ARC GIS into AutoCAD Civil 3D format. The ponding levels or depths were then digitized to depict in different colors various depths of ponding. The ponding depths were stratified in 6inches increments according the tabulation below: Ponding Level
Depth of Ponding
1
0 – 6 inches
2 3 4
Greater than 6 inches to 12 inches Greater than 12 inches to 18 inches Greater than 18 inches
Color Code Blue Green Yellow Red
Figures 5-5 through 5-8 illustrate results from the analyses. Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.6
Capital Projects
To address the LOS deficiencies in the 14 identified problem areas infrastructure improvements must be design, permitted and constructed in accordance with a VKB established Stormwater CIP program. Some of the improvements proposed will require coordination with residents and stakeholders located with the respective street corridors that require the improvements. The coordination with residents is recommended to occur during the design phase as well as during the construction. The following specific improvements are proposed based on the H&H analyses process that was performed: 5.6.1 Area 1 - K-8 School Central Basin The total area is 28.94 acres. This area is centered around the Key Biscayne K-8 Center. This area runs along Ridgewood Drive, Woodcrest Drive and Glenridge Drive starting north of Westwood Drive and ending south of West Heather Drive. It also includes portion of Fernwood Drive. The design proposes includes (1) stormwater drainage improvements to the conveyance system along Ridgewood Road, (2)Woodcrest Road, (3) Glenridge Road, (4)Fernwood Road, (5) West McIntyre Street and (6) West Enid Drive. The design also proposes (6) the redevelopment of two drainage wells and (7) the addition of six gravity drainage wells. Estimated Number of Households Within Area: 124 Estimate of Probable Cost / Cost per Household: $2,310,000 / $19,000 5.6.2 Area 2 - K-8 School South Basin The total area is 26.04 acres and it is located south the Key Biscayne K-8 Center. This area runs along Ridgewood Drive, Woodcrest Drive and Glenridge Drive starting at West Masha Drive and ending south of West Enid Drive. The design proposes includes (1) stormwater drainage improvements to the conveyance system along Ridgewood Road, (2)Woodcrest Road, (3) Glenridge Road, (4)Fernwood Road, (5) West Mashta Drive and (6) West Enid Drive. The design also proposes (6) the redevelopment of two drainage wells and (7) the addition of five gravity drainage wells. Estimated Number of Households Area: 10 Estimate of Probable Cost / Cost per Household: $$2,080,000 / $21,000 5.6.3 Area 3 - West Heather Dr. Corridor The total area is 20.27 and is located to the west of the village. It runs along West Heather Drive and includes portions of Allendale Road, Warren Lane and Hampton Lane.The design proposes includes (1) stormwater drainage improvements to the conveyance system along West Heather Drive, (2)Allendale Road, (3)Warren Lane and (4)Hampton Lane. The design also proposes (5) the redevelopment of one drainage wells and (6) the addition of seven gravity drainage wells. Estimated Number of Households Area: 124 Estimate of Probable Cost / Cost per Household: $1,930,000 / $16,000
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5.6.4 Area 4 - Village Green Park The total area is 29.94 acres and it is located just west of the Village Green Park. It runs along Ridgewood Road, Woodcrest Road, Glenridge Road and Fernwood Road starting north of West McIntyre Street end ending south of Hampton Lane and Woodcrest Lane.The design proposes includes (1) stormwater drainage improvements to the conveyance system along Ridgewood Road, (2)Woodcrest Road, (3) Glenridge Road, (4)Fernwood Road and (5) West Heather Drive. The design also proposes (6) the redevelopment of one drainage well and (7) the addition of six gravity drainage wells. Estimated Number of Households Within Area: 151 Estimate of Probable Cost / Cost per Household: $1,810,000 / $12,000 5.6.5 Area 5 - Holiday Colony This area is approximately 24.41 acres and is located east of the village, to the right of Crandon Boulevard. It is composed entirely of the Holiday Colony area.The design proposes includes (1) stormwater drainage improvements to the conveyance system along East Heather Drive (2) the redevelopment of two gravity drainage wells and (3) the retrofit of the existing stormwater pump. Estimated Number of Households Area: 55 Estimate of Probable Cost / Cost per Household: $1,290,000 / $24,000 5.6.6 Area 6 - The Gardens District This area is approximately 37.66 acres and it is located east of the village, to the right of Crandon Boulevard. It is composed entirely of the area knows at the Gardens District. The design proposes includes (1) stormwater drainage improvements to the conveyance system along East Enid Drive, (2)Sunrise Drive, (3) Galen Drive and (4) Ocean Lane. The design also proposes (5) the redevelopment of four drainage wells, (8) the addition on stormwater pump station with (9) three injection wells.. Estimated Number of Households Area: 1,500+ Estimate of Probable Cost / Cost per Household: $2,930,000 / $2,000 5.6.7 Area 7 - Ocean Lane Drive This area approximately 14.32 acres and is located to the north of the village and to left of Crandon Boulevard. It is composed of entirely of Ocean Lane Drive, from its start at the intersection of Crandon Boulevard and Ocean Lane Drive all the way to the entrance to the Island House Apartments. The proposed design includes (1) improvements to the stormwater conveyance system along Ocean Lane (2) redevelopment of the existing injection wells and (3) the retrofit of an existing pump station. Estimated Number of Households Area: 1,099 Estimate of Probable Cost / Cost per Household: $1,390,000/ $2,000
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5.6.8 Area 8 - Harbor Drive Corridor This area is approximately 13.18 acres. It is located west of the village along Harbor Drive starting at West McIntyre Street and ending just north of Westwood Drive. It also includes Harbor Lane and Sunset Circle.The proposed design includes (1) improvements to the stormwater conveyance system along Harbor Drive (2) redevelopment of three gravity drainage wells and (3) the installation of four additional gravity drainage wells. Estimated Number of Households Within Area: 54 Estimate of Probable Cost / Cost per Household: $760,000 / $15,000 5.6.9 Area 9 - Westwood Drive Corridor This area is approximately 13.18 acres. It is located to the south west of the village Westwood Drive starting at just west of Ridgewood Road and ending at Harbor Drive. It also includes portions of Hampton Lane, Warren Lane, Allendale Road, Curtiswood Drive and Myrtlewood Lane. The proposed design includes (1) improvements to the stormwater conveyance system along Westwood Drive, (2) Hampton Lane, (3) Warren Lane, (4) Allendale Road, and (5) Harbor Drive. The design also proposes (6) redevelopment of two gravity drainage wells and (7) the installation of eleven additional gravity drainage wells. Estimated Number of Households Area: 92 Estimate of Probable Cost / Cost per Household: $1,820,000 / $20,000 5.6.10 Area 10 - Allendale Rd, Warren Ln and Hampton Ln Corridors This area is approximately 13.01 acres and it is located just west of the Key Biscayne K-8 Center. The area runs long West McIntyre Street starting just west of Ridgewood Road and ending at Satinwood Road. It also includes portions of Hampton Lane, Warren Lane and Allendale Road.The proposed design includes (1) improvements to the stormwater conveyance system along West McIntyre Street, (2) Hampton Lane, (3) Warren Lane, (4) Allendale Road, and (5) Satinwood Road. The design also proposes (6) redevelopment of one gravity drainage well and (7) the installation of ten additional gravity drainage wells. Estimated Number of Households Area: 106 Estimate of Probable Cost / Cost per Household: $1,760,000 / $17,000 5.6.11 Area 11 - West Enid Drive Corridor This area is approximately 8.31 acres and it is located just west of the Key Biscayne K-8 Center. The area runs long West Enid Drive starting just west of Ridgewood Road and ending at Satinwood Road. It also includes portions of Hampton Lane, Warren Lane and Allendale Road. The proposed design includes (1) improvements to the stormwater conveyance system along West Enid Drive, (2) Hampton Lane, (3) Warren Lane, (4) Allendale Road, and (5) Satinwood Road. The design also proposes (6) redevelopment of one gravity drainage well and (7) the installation of seven additional gravity drainage wells. Estimated Number of Households Area: 1500 Estimate of Probable Cost / Cost per Household: $2,930,000 / $2,000 Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.6.12 Area 12 – Palmwood Drive Corridor This area is approximately 8.85 acres and it is located west of the village. It is bounded to the north by Redwood Lane, to the south and west by Palmwood Lane and to the east by Allendale Road. The proposed design includes (1) improvements to the stormwater conveyance system along Palmwood Lane, (2) Redwood Lane and (3) Allendale Road. The design also proposes (4) redevelopment of one gravity drainage well. Estimated Number of Households Within Area: 40 Estimate of Probable Cost / Cost per Household: $280,000 / $7,000 5.6.13 Area 13 - Sabal Drive Corridor This area is approximately 3.46 acres and it is located west of the village, just east of Harbor Drive. It runs along Sabal Drive starting at West McIntyre Street and ending at Beechwood Drive.The proposed design includes (1) the addition of one gravity drainage well. Estimated Number of Households Area: 12 Estimate of Probable Cost / Cost per Household: $60,000 / $5,000 5.6.14 Area 14 - Curtiswood Drive Corridor This area is approximately 7.35 acres and is located to the west of the village, just east of Harbor Drive. It runs along Curtiswood starting at West Enid Drive and ending just north of Westwood Drive.The proposed design includes (1) improvements to the stormwater conveyance system along Curtiswood Drive, (2) redevelopment of two gravity drainage wells and (3) the installation of one additional gravity drainage well. Estimated Number of Households Area: 34 Estimate of Probable Cost / Cost per Household: $170,000 / $5,000
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5.7 Methodology for Prioritization and Ranking of Capital Projects In light of the funding constraints and to efficiently organize and implement the proposed capital improvements the EAC team has developed an objective ranking methodology to assist the village in the prioritization and allocation of funds. The ranking methodology takes into consideration the following variables. 1. 2. 3. 4. 5. 6. 7.
Presence of and/or Proximity to Public Use Facility Depth and Extent of Ponding Susceptibility to Ponding Estimated Cost of Improvements Presence and Extent of Existing Functional Infrastructure Proximity to Functioning Outfall Repetitive Loss Claim / Historical Flooding
Weights are assigned to variables in order of importance to the Village and each of the projects is ranked according to each variable on an ordinal basis. Since there are fourteen (14) projects proposed, the highest ranked project for each variable scores 14 points and the lowest ranked project scores 1 point. When the variables are assigned a weight factor, the raw points are multiplied by the the weight factor. In the event of a tie, the next ordinal rank(s) are skipped based on the quantity of ties, i.e. Project A, Project B and Project C are ranked at 12, then the next ranked project is at 9. Once all the variables are reviewed for all the projects the total allocated points for each project is determined and the ranking or prioritization determined in order of total points for each project. A brief discussion of the variables is provided as follows: 5.7.1 Presence of and/or Proximity to Public Use Facility Public Use facilities are large traffic generators and should be operable and accessible after reainfall events. Several public use facilities are located within the Key including the K-8 Center, the Fire Station, the Village Green Park and the Village Hall. 5.7.2 Depth and Extent of Ponding Based on the ponding depths and coverage of ponding as illustrated in Figures 5-5 through 5-8, deeper ponding depths and wider coverages receive a higher points. 5.7.3 Susceptibility to Ponding Low laying topography areas are susceptible to ponding. The problem areas are ranked in order of exposure to this susceptibility, with points assigned based on how low each problem area’s ground elevations are. 5.7.4 Estimated Cost of Improvements Based on the number of households within a problem area, cost ratio per household is determined based on the estimated cost. Point are allocated based on the lowest cost ratio being the highest prefereed project. 5.7.5 Presence and Extent of Existing Functional Infrastructure Problem areas with minimal or no existing infrastructure or those with impaired or undersized oinfrastructure reeive a higher ranking than those with currently functioning systems. 5.7.6 Proximity to Functioning Outfall Problem Areas with no connections to outfalls or further away from outfall locations receive a higher ranking 5.7.7 Repetitive Loss Claims Areas with repetitive loss claims are ranked higher than those that have no repetitive loss claims.
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5.8
Final Ranking Tabulation
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6.0
GREEN INFRASTRUCTURE
This section provides a summary of the green infrastructure components, a discussion on the overall environmental benefits of Green Infrastructure (GI) implementation in the stormwater improvements. The narrative provides guidance for future stormwater improvements which will aim at increasing the required storage volume of stormwater on site and accomplishing minimized stormwater discharge through appropriate implementation of GI components. It is anticipated that proposed GI will increase aquifer recharge and enhance water quality treatment, while potentially reducing the conveyance costs by reducing the runoff rates. Additional optimization of the thoroughfare components (pavement, sidewalks, on-street parking) will include gradual implementation of pervious materials where possible. The implementation of improvements should be able to utilize GI components for stormwater management. The objective of implementation of GI are three fold as follows: i. ii. iii. 6.1
Minimize the impervious infrastructure Increase the surface of pervious areas Reduce the overall costs of stormwater systems. Introduction to Green Infrastructure
Typically, conventional stormwater systems capture the runoff in pipes and culverts route it downstream in the fastest way. The conventional stormwater management system also requires initial storage of the runoff with corresponding storage tanks. In addition to disturbing the natural hydrological cycle, the conventional systems increase the overall costs of site development. Watersheds contain the human habitat and preservation of the services provided by the watersheds, including water quality and quantity; biodiversity and assimilative capacity are essential for sustainability. The continuous expansion of the infrastructure of human society increases the stress and impacts the natural, sustainable conditions of the watersheds. Minimization of the impact of built environment is critical for maintaining the ecological balance and biodiversity of ecosystems within a watershed. Since watersheds contain the human habitat, the preservation of services (water quality and quantity, biodiversity and assimilative capacity) are essential for sustainability. Green infrastructure includes strategies for storing the stormwater runoff within each block on site, or route it to a system of centrally located lakes, which reduces the volumes which are discharged off-site. The replacement of impervious with semipervious areas reduce the stormwater run-off during rainfall events which results in reduced peak amplitude and volume of runoff, and increased aquifer recharge. Conversion of green areas to natural preserves and detention areas will increase the local storage and treatment of stormwater. The principles of GI, which will be considered and implemented in this project, offer strategies for minimization of the overall impact of built environment. The tools of Green Infrastructure integrate urban and engineering practices to offer a sustainable framework for development on regional, neighborhood and block scales and to support sustained growth while preserving natural resources; protect biodiversity; reduce pollution and reduce consumption of two resources: energy and land. Green Infrastructure tools ensure sustainability of watersheds on regional, neighborhood and block levels and prevent disruption and damage in urban/suburban areas, loss of biodiversity, and ecosystem changes. These tools are calibrated with strategies of prioritizing compact and mixed use urban patterns, increased density and walkable urban areas, energy and environmental sustainability. Thus, GI naturally accommodates a broader range of development standards necessary for community-oriented design. The development which uses GI strategies provides better environmental performance in comparison to conventional planning practices which lack connectivity. The main effects of GI applications include enhanced watershed protection, which are accomplished by employing environmental and sustainability concepts to minimize the effects of the impervious surfaces. The proposed GI strategies promote Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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numerous environmental qualities characteristic and include technologies for preserving the natural hydrological cycle including pervious pavements, light infrastructure, natural drainage, gravel swales and very light infrastructure with reduced amounts of curbs. Furthermore, reduced maintenance is accomplished by using xeriscape and reducing the irrigation, elimination of the pesticides and pollution. Stormwater quality control measures that incorporate GI principles are placed throughout the site in small, discrete units and distributed near the source of impacts. Green Infrastructure strategies are designed to protect surface and groundwater quality, maintain the integrity of ecosystems, and preserve the physical integrity of receiving waters by managing stormwater runoff at or close to the source. The purpose of Green Infrastructure is to reduce and/or eliminate the altered areas of the post-development hydrograph, by reducing the peak discharge rate, volume, and duration of flow through the use of site design and stormwater quality measures. The benefits of reduced stormwater runoff volume include reduced pollutant loadings and increased groundwater recharge and evapotranspiration rates. 6.2
Green Infrastructure Applications
Increasing the storage and infiltration capacity of soil are the two major aspects of GI applications. On local scale (parcel, block) two main components can be used: o o
Stormwater retainage trees and plantings can be implemented to retain certain volume of water during rainfall. Rain gardens can be incorporated within the right of way to provide additional storage. For urban settings, rain gardens can be developed using shallow retaining walls. For more rural settings (individual parcels), rain gardens can be implemented as shallow swales planted with native vegetation.
On a larger scale, additional GI components which can be used for stormwater management include natural preserves, lakes, detention ponds and other larger facilities which are mostly implemented out of the right-of-way. In general, GI strategies are designed to use of bioretention/infiltration landscape areas, disconnected hydrologic flow paths, reduced impervious areas, functional landscaping, and grading to maintain natural hydrologic functions that existed prior to development, such as interception, shallow surface storage, infiltration, evapotranspiration, and groundwater recharge. By implementing GI strategies, a project site can be designed to be an integral part of the environment by maintaining undeveloped hydrologic functions through the use of stormwater quality control and storage measures. Historically, stormwater management systems consist of a network of impervious surfaces that directly convey stormwater runoff to curb and gutter systems, the storm drain conveyance system, and downstream receiving waters. Until recently, conventional storm drain and flood control systems were designed to convey stormwater away from developed areas as quickly as possible to manage the risk of floods for homes and development. In the recent years, GI strategies have been developed for better management of stormwater by increasing the distributed storage within the site to retain and treat fraction of the water on site. The implementation GI strategies as part of the design improvements for the Village’s SWMP implementation is strongly recommended. The benefits encompasses developing a more hydraulicallyfunctional watershed for the Village, helping to maximize the effectiveness of on-site retention, and reducing the adverse effects of street ponding. 6.3
Implementing Green Infrastructure in Stormwater Infrastructure Projects
Green Infrastructure strategies are recommended to be implemented with stormwater improvement projects proposed. They should be implemented on as need and availability basis in accordance with
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resultant efficiency and overall environmental effect. For the implementation of GI, the following analytical steps are required: 1. Topography and Grading: Topography and grading are important factors to ensure that the distributed storage components provide the storm water storage. The volume of the stormwater which the green components will retain is defined by the topography and geometric configuration. 2. Soils and Hydraulic Conductivity: Hydraulic conductivity of the soil layer defines the infiltration rate and the fraction of subsurface storage that will be available during intense rainfall events. Permeability testing at the Village of Key Biscayne site, identified low infiltration rates which indicates that storage in detention areas or lakes would be more appropriate than using dry retention or natural preserves (which rely on high infiltration rates to disperse the accumulated water). Previously collected data shows that the silty soils in the Village occur as deep as 25 feet below ground and the percolation rate of the soil is only 0.0001 cubic feet per second (per square foot per foot of head), which is very slow. This is equivalent to 8.64 ft/day. 3. Groundwater: In general, the Village has high groundwater table that may preclude infiltration since there is less than 10 feet of separation between the infiltration surface and the seasonal high groundwater or mounded groundwater level. 4. Catchments: The surface drainage patterns were determined from the LiDARr topography. For each stormwater improvement action, the effect of including GI components were analyzed on a catchment scale. During specific design projects all opportunities should be explored to incorporate GI. 5. Reduce Impervious Surfaces: Minimizing impervious area will reduce the stormwater runoff coefficient, which is directly proportional to the volume of stormwater runoff that must be retained on-site. Pollutants deposited on impervious areas are easily mobilized and transported by stormwater runoff. Minimizing impervious area is an important method to reducing the pollutant load in stormwater runoff. The following strategies for minimizing impervious areas are recommended: o Using the minimum allowable roadway and sidewalk cross sections, driveway lengths, and parking stall sizes. o Reducing new building and parking lot footprints. Building footprints may be additionally reduced by building taller. o Utilizing pervious pavement material, such as modular paving blocks, turf blocks, porous concrete and asphalt, brick, and gravel or cobble. o Maximizing tree preservation or tree planting. o Utilizing vegetated swales to convey stormwater runoff instead of paved gutters. 6.4
Summary of Recommendations The VKB SWMP implantation initiative will be able to utilize to a great extent Green Infrastructure components for stormwater management. The objectives of implementation of GI are two-fold: i. ii.
Minimize the impervious infrastructure by increasing the surface of pervious areas. Reducing the overall costs by requiring less stormwater infrastructure systems.
Proposed GI will increase aquifer recharge and enhance water quality treatment, while potentially reducing the conveyance costs by reducing the runoff rates. Additional optimization of the thoroughfare elements will include gradual implementation of pervious materials where possible. Typically, conventional stormwater systems capture the runoff in pipes and culverts route it downstream in the fastest way often disturbing the natural hydrological cycle.
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GI offers a responsible and environmentally safe approach to managing storm water systems while also maintaining its reliability over prolonged periods of time. 6.5
References i.
New York State Stormwater Management Design Manual, 2015
ii.
County of Los Angeles Department of Public Works Standards Manual February 2014 Low Impact Development
iii.
Urban Hydrology for Small Watersheds TR-55, June 1986
iv.
Light Imprint Handbook: Integrating Sustainability and Community Design, Tom Low, 2010
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7.0
CAPITAL IMPROVEMENTS PLAN (CIP)
This section of the technical report provides a recommended approach to the Village in implementing its stormwater infrastructure as described in previous sections. 7.1
Tiered Approach
In light of funding constraints, the EAC team had discussions with the Village staff on developing a practical approach to embarking on the needed improvements within the Key. Implementing a tiered and phased approach to implementing the infrastructure construction, provides the Village with the flexibility to address the identified issues and locations on an immediate basis. This will attain a gradual and steady reduction towards the elimination of stormwater management issues. EAC recommends this phased implementation program to address the identified LOS deficiencies within the Key to commence as funding becomes available. Accordingly, EAC is proposing two tiers of improvements: 7.1.1
Tier 1 – High Tide Mitigation Program
The Key is low lying and is very much susceptible to the adverse effects of tidal fluctuations in Biscayne Bay. According to the National Oceanic and Atmospheric Administration (NOAA), tides are one of the most reliable phenomena in the world because our ocean waters regularly rise and fall along shores. Tides are very long-period waves created in response to the forces exerted by the moon and sun. These originate in the oceans and present themselves along our nation’s coastlines as they manifest as the visual rise and fall of the sea surface. Although this phenomena is a glamorous feature of the environmental, its impacts documented over the years has been adverse in several instances. VKB’s low lying topography and geographic proximity to the bay renders it to the immediate effects of this natural phenomena. Through this course of the assessments undertaken for the SWMP implementation supported by past records, VKB frequently witnesses “ponding” conditions from the horizontal movement of water which often accompanies tidal fluctuations. Even in the absence of rainfall events, there are several locations within the Key that exhibit accumulation of water on the roadways and driveways.
Figure 7-1: Daily High Tide Fluctuation Predication (Source: http://tidesandcurrents.noaa.gov/tide_predictions.html)
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The Tier 1 improvements (also referred to as the High Tide Mitigation Improvements) will involve proposing carefully engineered systems to prevent and/or reduce staging that results from high tides. The high tide mitigation infrastructure will be proposed at twenty (20) identified locations summarized below: Location 1 2
4 5 6 7
Description Outfall No. 1 – 151 Cape Florida Dr Outfall No. 2 – 103 Cape Florida Dr. Outfall No. 3A – 105 Knollwood Dr. Outfall No. 3B – 90 Knollwood Dr. Outfall No. 4 – 250 Knollwood Dr. Outfall No. 5 – 950 Harbor Dr. Outfall No. 6 – 377 W. Mashta Dr. Outfall No. 7 – 403 W. Mashta Dr.
8
Outfall No. 8 – 862 Mariner Dr.
19
9
Outfall No. 9 – 631 N. Mashta Dr.
20
10
Outfall No. 10 – 731 N. Mashta Dr.
3
Location 11 12 13 14 15 16 17 18
Description Outfall No. 11 - 700 Harbor Dr. Outfall No. 12 – 645 Sunset Circle Outfall No. 13 – 10 Harbor Point Outfall No. 14 – 460 W. Matheson Dr. Outfall No. 15 – 540 Harbor Dr. Outfall No. 17–Harbor Dr. (Yatch Club) Crandon South 1 (Pines Canal) Crandon Blvd / Galen Dr. Intersection Crandon Blvd / E. Heather Dr. Intersection Crandon Blvd / Ocean Lane Dr. Intersection
Tier 1 Improvements will focus immediately on these twenty (20) locations and shall include implementing a program of installing ground water levels/flow monitoring devices at up to five (5) selected locations within the Village. Continuous surface and groundwater monitoring is proposed to provide information which will be used to better understand the hydrology of VKB in terms of surface and groundwater levels and salt water intrusion. The information which will be obtained from the surface and groundwater monitoring effort will provide long term data which will be used to determine the water level trends within the Key. 7.1.2
Tier 2 – Infrastructure Improvements Program
According to the severity of street staging and ponding depths as well as the levels to which the established LOS standards are not being met, infrastructure improvements comprising of varying measures are proposed as part of the SWMP implementation plan. The improvements proposed are targeted mainly at the conveyance and onsite disposal systems that will provide the needed mitigation to adverse existing conditions. Specific improvements to the collection infrastructure and outfalls are not proposed under Tier 2 due to the EAC team’s understanding that those are in significantly better conditions due to VKB’s Public Works Department’s attentive and responsive maintenance activities. Localized improvements when needed at collection structures will be repaired and/or rectified through the Public Works routine operations program. 7.1.2.1 Conveyance Improvements Conveyance improvements consist of recommendations made to upgrade existing mainline piping to facilitate both storage and pipe flow regimes throughout the Key. Undersized pipe create bottle necks in the system resulting in inefficient stormwater management and upstream ponding. Pipe size upgrades were recommended within each of the 14 identified improvement areas described in Section 4 and 5 of this report. Included in these improvements is the incorporation of maintenance access structures at predetermined offsets along the alignment of the proposed conveyance mainline improvements.
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-2
Control structures are also proposed at strategic locations system-wide to help facilitate the onsite disposal where necessary. The pipe upgrades recommended consists of 24-inch diameter, 30-inch diameter and 36-inch diameter storm drain pipes. The maintenance structures shall be minimum 48-inch internal diameter or 48-inch square. 7.1.2.2 Disposal Improvements For stormwater management purposes, drainage wells are proposed to transmit surface water directly into a subsurface non-potable aquifer. Drainage wells are infrastructure utilized to dispose of storm runoff where seepage or transmissivity is very low or non-existent. They are typically utilized and effective east of the Miami-Dade County established “Saltwater Intrusion Line (1000mg/l chloride line)”. FDEP and Miami-Dade RER (formerly DERM) maintain jurisdiction over the installation of wells in MiamiDade County and their regulatory requirements govern the design, permitting, installation and maintenance. The design of drainage wells requires hydrologic analyses and determination of the design peak runoff rate of discharge from the project area. In the absence anomalies with the structural integrity of existing infrastructure, the analyses of existing wells will follow the regimen of what would be required for new designs as the analyses. This involves evaluating the catchment area and determining the sufficiency of the existing infrastructure to satisfy prevailing criteria. As part of the implementation of improvements for the VKB SWMP, several existing wells within the Key have been proposed for redevelopment due to their age and long term usage. Drainage well redevelopment is an economical approach to reestablishing disposal capability within existing infrastructure avoiding the need for replacement.
Figure 7-2: Drainage Well Schematic
In addition to re-utilizing existing wells either to remain operation or via redevelopment efforts, new gravity based drainage wells are proposed to augment the existing conditions. The new gravity wells will increase the disposal rates currently achieved and will be important in reducing the excess ponding and staging resulting from precipitation. Prior to implementing the design and construction of new wells, a reasonable assurance procedure must be engaged to ensure that the wells are disposing into a nonpotable aquifer meeting the thresholds established by FDEP for total dissolved solids (TDS). 7.1.2.3 Pump Stations The design hydraulic head for gravity drainage wells is limited by the maximum allowable stage upstream of the drainage wells. In locations where the topography is low lying such as in VKB, this hydraulic head is further restricted because of the minimal vertical separation available between the ground elevations and the groundwater table. Factoring system losses, the hydraulic head to facilitate disposal injection becomes significantly reduced. In this instance, it is necessary to introduce an external source to produce the hydraulic head to function. A stormwater pump station equipped with adequately sized pump equipment is utilized for this purpose. The evaluations conducted recommend pump stations at various locations throughout the Key. Presently the Village owns and maintains two pump stations that are being recommended to be retrofitted from the current above ground pump configuration to a submersible system.
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-3
To assure the integrity of the subsurface, FDEP mandates a maximum head at the pumps header at no more than 8.00-foot NGVD29. The design of the stormwater pump station must include this limiting head condition and then evaluated using standard design methods for pump sizing and selection. Various factors that are considered in the pump station calculations include pumps redundancy, electric/power requirements, location, salinity conditions, maintenance needs and screening of solids within the stormwater flow stream. Complementing the use of pump stations will be the installation of injection wells. Injection wells are “pressurized” wells dispose of storm runoff via injection based on a developed hydraulic head originating from a hydraulic pump system. The design considerations are similar to the gravity wells with the exception of system head being derived based on the pump station characteristics. Several injection wells are recommended for installation throughout the Key. 7.2
Cost Estimates
Budget-level cost estimates were prepared for both the Tier 1 and Tier 2 Infrastructure Improvements as recommended. Costs for furnish and installation inclusive of labor and materials were based on unit pricing data from several sources, including recent Village of Key Biscayne bids, where applicable, FDOT Item Average Unit Costs, and the EAC team’s proprietary unit cost records. To reflect a more representative cost of implementing the improvements, incidental items were added to the breakdown of expenditures. These incidental items include: 1. 2. 3. 4. 5. 6. 7.
Incidental Roadway Restoration Costs Incidental Repair to Existing Infrastructure - 25% of probable direct construction cost Mobilization– 8% of probable direct construction cost Insurance & General Conditions - 5% of probable direct construction cost Maintenance of Traffic (MOT) – 5% to10% of probable direct construction cost Permits / Fees - 3% of probable direct construction cost Construction Contingency – 10% to 15% overall costs
8. Engineering Design & Construction Administration Costs – 12% to 15% overall costs 9. CEI Oversight – 10% to 12% overall costs Based on the cost estimating effort, the projected costs for Capital Improvements based on Year 2015 Dollars is summarized as follows; Description Tier 1 Infrastructure Improvements
Estimated Costs $ 845,519
Tier 2 Infrastructure Improvements
$ 24,018,795
Total Costs
$ 24, 864,314
The following pages provide specific cost breakdowns as estimated to accomplish the improvements proposed.
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-4
7.3
Tier 1 Improvements – Costs Breakdown (1 of 4)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-5
7.3
Tier 1 Improvements – Costs Breakdown (2 of 4)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-6
7.3
Tier 1 Improvements – Costs Breakdown (3 of 4)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-7
7.3
Tier 1 Improvements – Costs Breakdown (4 of 4)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-8
7.4
Tier 2 Improvements – Costs Breakdown (1 of 3)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-9
7.4
Tier 2 Improvements – Costs Breakdown (2 of 3)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-10
7.4
Tier 2 Improvements – Costs Breakdown (3 of 3)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-11
7.5
Project Phasing
Following the ranking methodology and analyses utilized in Section 5 of this report, EAC recommends that the Village implements a phased implementation of Tier 2 corresponding with the priorities established as well as funding availability. It is imperative for the Village to maintain its focus on implementing the needed solutions to address LOS deficiencies within the Key within the foreseeable future – possibly a time period not exceeding ten years. To facilitate the VKB’s ability to undertake this capital program, external funding must be solicited to augment the internal funding reserves available for these expenditures of this type. Furthermore, the Village may creatively combine storm water improvements with impending or planned roadway improvements to help leverage the multiple funding sources.
Figure 7-3: Ten Year CIP Schedule
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Capital Improvements Plan (CIP) Page 7-12
8.0
PUBLIC OUTREACH
This section of our technical report provides a detailed description of of the public information methodology executed as part of Task 1 of the Village of Key Biscayne’s Project Implementation for Stormwater Infrastructure Improvements. This section also provides a narrative of a recommended action plan for interfacing and facilitation resident involvement and feedack toward implementing proposed infrastructure design and construction packages for various locations within the Key. 8.1
Task 1 - Public Outreach Approach
The main objectives of the public involvement effort for Task 1 were to educate the public on what is involved in the initial analysis performed for the SWMP and to garner feedback from residents about their experience(s) with flooding which can be used to address impacts within future design plans. EAC Consulting, Inc serving as an extension of staff to the Village of Key Biscayne (VKB) and as a liaison between the Village staff and residents, worked in coordination VKB staff to ensure the Village residents received information on the project in a timely manner and in a method that would actively engage residents, keeping in mind their various lifestyle patterns. During Task 1, the project team proposed to the Village staff various strategies to disseminate vital information at little to no cost to the Village and to establish a single point of contact that could answer stakeholder questions and alleviate their concerns. A public involvement implementation plan technical memorandum was submitted to the Village in July 2015. The plan included the activities listed below that were implemented to inform residents of the work being performed on the management plan and to generate interest for and encourage the participation and attendance at the community workshop. 8.1.1
Notifications
Notifications were performed utilizing various methods: o
The Islander News: The project team drafted the notification for the October public workshop and submitted to The Islander News, not only to advertise the workshop but, to also provide the Editor with current information to be including in informational news briefs. EFFECT: An advertisement for the meeting was successfully placed and write-up for the project was also published by The Islander on behalf of the project. This method will be used for future work involving locations where proposed improvements are to be constructed.
o
E-mail Blasts: Email correspondence was sent to residents by the Village staff. This method allows for notifications to be sent quickly and is the most cost efficient method for informing residents of important information and providing updates. EFFECT: Notices were sent to residents listed within the database. It is suggested that the Village IT staff provide analytics on the number of residents reached to determine the success of this method and if this method will be used for future work involving locations where proposed improvements are to be constructed.
o
Homeowner / Condominium Association Newsletters/Websites: The project team proposes that homeowner / condo association (HOA) representatives be personally engaged to assist with distribution of all notifications through their current database of members.
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Public Outreach Page 8-1
EFFECT: The EAC team encourages the Village to promote specific outreach, when appropriate, to HOA representatives to foster more participation at the workshops held for future work involving locations where proposed improvements are to be constructed. o
Resident Surveys: Resident surveys are useful in gaining information on an individual basis. Surveys allow property owners to share their unique experience and have an outlet to provide details specific to how they are affected. The EAC team can benefit from gaining this information early in the design process from those most impacted by flooding. EAC can also use this information to gauge and guide public expectations of the outcome of this initiative. EFFECT: The EAC team recommends to the Village to issue surveys to residents to gain vital feedback for use on future work involving locations where proposed improvements are to be constructed. This is important in order for Village staff and EAC to be able to address concerns prior to upcoming public workshops.
o
Fact Sheets: A fact sheet, germane to all proposed work locations should be prepared for use within each respective location for use at future public workshops. Information should be updated as needed throughout the life of the project. EFFECT: The EAC team can develop this document on behalf of the Village and disseminate electronically on an intermittent basis to keep residents engaged in the process during future work involving locations where proposed improvements are to be constructed.
8.1.2
Website / Webpage
The EAC team developed updates for the Village website, which were approved by Village staff and disseminated through the Village’s Information Technology Department. The updates were used to advise property owners and other stakeholders of the progress of the overall project and to provide notification on the October 6th public workshop. In future work involving locations where proposed improvements are to be constructed, updates and notifications should utilize this platform. The project team will continue to prepare website content and suggests using the website for future updates. Though the phone line has not yet been established, the project team will recommend for use to share information to include any necessary construction alerts during future work involving locations where proposed improvements are to be constructed. 8.1.3
Dedicated Phone Line / Response Center
Additionally, the EAC team recommends that the Village set up a phone line specific to the stormwater improvements initiative for use by residents to share comments and have any individual concerns addressed personally and directly. 8.1.4
Social Media
Social media has been very useful through Task 1. The EAC team is confident that it will continue to be help through the future phases of this initiative. Social Media is a powerful tool in announcing public meetings, issuing emergency correspondence and obtaining stakeholder feedback. The EAC team worked with the Village Web Manager by developing content and providing a dissemination schedule for Facebook posts.
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Public Outreach Page 8-2
8.1.5
Community Outreach Workshop
The first Community Outreach Workshop to solicit public input from potentially affected property owners was hosted on October 6, 2015. In keeping with past workshops, this workshop was held in the Village Council Chambers. Notifications were drafted and sent to Village staff for review, approval and dissemination. The project team coordinated with local newspaper “The Islander News” and a notice was advertised as well as informational columns regarding the status of the storm water improvements initiative. Property owner notifications were disseminated via electronic distribution using the Village’s existing database. This workshop was used as a MODEL/TEMPLATE for subsequent planned workshops. As with the October 6th workshop, future workshops will involve EAC’s responsibility of covering location, logistics (set up, break down), meeting collaterals (any handouts such as fact sheets and newsletters, sign in sheets, etc.) and the preparation of meeting summation/records. 8.2
Summary
The goals of the outreach plan were met with satisfactory results, however, the use of a variety of traditional and cost effective public involvement methods provided below average results. Though participation at public workshops is not a true gauge of stakeholder interest (as workshops dates and times may not be convenient for residents or may conflict with other local events),the project team strongly feels that additional efforts should be executed and a strong public education campaign should be developed for future work involving locations where proposed improvements are to be constructed.
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Public Outreach Page 8-3
APPENDIX A
VKB SWMP Implementation Technical Memorandums
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
APPENDIX A-1
Technical Memorandum No.1 Public Outreach and Involvement Methodology
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
Technical Memorandum No. 1 Public Outreach & Involvement Methodology DATE:
July 9th, 2015
TO:
Tony Brown, Village of Key Biscayne Public Works Department Jose Lopez, Village of Key Biscayne Public Works Department
FROM:
Michael Adeife, P.E., Project Manager, EAC Consulting, Inc. Michelle Simmons, Senior Public Information Officer, Media Relations Group, LLC
SUBJECT:
Village of Key Biscayne – Implementation of Storm water Master Plan (SWMP)
This technical memorandum provides a detailed description of the public information methodology to be executed as part of the Village of Key Biscayne’s project implementation for storm water infrastructure improvements. 1.0 Background The Village of Key Biscayne (VKB) Council and staff as a result of RFQ 14-02 contracted EAC Consulting, Inc. (EAC), to perform the requisite services to plan, engineer and administer the construction of the needed infrastructure improvements consistent with the Village’s Storm water Masterplan. This effort is primarily goaled at protecting the village’s residents and business owners from unnecessary flooding and promoting a higher standard of living and storm water serviceability for all the Village’s stakeholders. The implementation of the Village’s SWMP (“the project)” has two main task elements: 1. Hydraulic and Hydrologic Analyses and Evaluation of VKB’s Storm Watershed. 2. Engineering Design and the Development of Construction Documents for Priority Basins. Task 1 - Hydraulic and Hydrologic Analyses and Evaluation of VKB’s Storm Watershed includes all necessary engineering and technical services to successfully perform the analyses of storm water infrastructure existing village wide currently under the jurisdiction and ownership of the Village (Public Works Department). The effort requires incorporating recent infrastructure improvements undertaken by the Village, updating the existing SWMP to reflect more accurate representative data and other updates the watershed as reflected in new information collected from various sources. In addition, opportunities to incorporate green infrastructure as part of the overall storm water management plan will now be explored in an effort to streamline the amount of new infrastructure required to address determined deficiencies. The Task 1 effort is necessary to properly determine the extent of improvements required consistent with the proposed implementation tasks identified in VKB’s RFQ document. This effort will also incorporate the required sea level rise considerations that will ensure that proposed improvements are sustainable for the next 25 years (YR 2040) and adequate enough to mitigate storm events consistent with current regulatory and jurisdictional standards. 2.0 Public Outreach Approach The key goals of the public involvement effort for Task 1 will be to educate the public on what is involved in the initial analysis performed for the SWMP and to garner feedback from residents about their experiences with flooding which can be used to address impacts within future design plans.
Technical Memorandum No. 1 VKB Implementation of SWMP
Public Outreach / Involvement Methodology Page 1 of 3
The project team will serve as an extension of staff to the Village of Key Biscayne and as a liaison between the Village staff and Village residents. The EAC team will work in coordination with Mariana Dominguez-Hardie, VKB’s CRS Coordinator to ensure the Village and its residents receive information that are timely and in a method that actively engages residents, keeping in mind their various lifestyle patterns. Maintaining open lines of communication between residents, business owners and other key stakeholders is crucial to a successful public outreach campaign. During Task 1 and all subsequent Tasks, the project team will identify strategies to disseminate vital information at little to no cost to the Village and to establish a single point of contact that can answer stakeholder questions and alleviate their concerns. Using traditional public outreach techniques along with newer technology strategically, the outreach staff will assist the design team in its fact finding efforts which will be critical during Task 1. The various outreach activities listed below will be implemented: 2.1 Community Outreach Workshop A Community Outreach Workshop to solicit public input from potentially affected property owners will be hosted by officials of VKB supported by the EAC team. In keeping with past workshops, this workshop will be held in the Village Council Chambers. Once the date has been confirmed, notifications will be drafted and sent to Village staff for review and approval. The project team will coordinate with local newspaper “The Islander News” to arrange for notice placement in weekly publications (Thursdays) as well as informational columns regarding the status of the project. This workshop will be used as a MODEL/TEMPLATE for subsequent planned workshops. After this workshop the EAC project team will work with the Village to define an action plan for the remaining high priority areas, area by area. As part of the EAC team, Media Relations Group (MRG) will tasked with the responsibility for workshop location logistics (set up, break down), meeting collaterals (any handouts such as fact sheets and newsletters, sign in sheets, etc.) and the preparation of meeting summation/records. Property owner notifications will be disseminated via electronic distribution. The project team will work with the Village and distribute using its existing database. 2.2 Community Outreach Notifications The Islander News: MRG will work with The Islander News, not only to advertise the public meeting but to also provide the Editor with current information to be including in informational news briefs. E-mail blasts: To ensure a cost effective process of notification, the EAC team will primarily correspond with residents via email. This method can be used to announce the public workshops, and in the future issue emergency correspondence and obtain stakeholder feedback. Homeowner Association Newsletters/Websites: HOA or Condominium Association representatives will be engaged to assist with distribution of all notifications through their current database of members. Resident Surveys: Resident surveys can be useful in gaining information on an individual basis. Surveys allow property owners to share their unique experience and have an outlet to provide details specific to how they are affected. During Task 1, it will be vital to gain this information early from those most impacted by flooding. The project team will also use this information to gauge and guide public expectations of the outcome of this project. Fact Sheets: A fact sheet will be prepared which will be germane to all basins and used for each area and at each of the eight public workshops. Information will be updated as needed throughout the life of the project. This document will be shared with all concerned stakeholders and interested parties.
Technical Memorandum No. 1 VKB Implementation of SWMP
Public Outreach / Involvement Methodology Page 2 of 3
2.3 Village Website and Project Phone Line The project team will develop periodic updates, for approval by the Village staff and dissemination through the Villageâ&#x20AC;&#x2122;s Information Technology Department for posting. These updates will be used to advise property owners and other stakeholders of the progress of the overall project and details of any necessary construction alerts. This effort, used during Task 1, will serve as back up support to other workshop notifications. Additionally, the EAC project team will request that the Village set up a phone line specific to this project for use by residents to share comments and have any individual concerns addressed. 2.4 Village Phone Line / Message Repository The EAC project team will request that the Village set up a phone line specific to this project for use by residents to share comments and have any individual concerns addressed. 2.5 Social Media Social media will be very helpful throughout the life of the project. It can be used to announce public meetings, issue emergency correspondence and obtain stakeholder feedback. The Village has the option of serving as the administrator of the accounts, with the EAC team uploading messages, while tracking and monitoring comments. To assist in managing public opinion, comments can be kept private. The project team will work with the Village Web Manager on this effort.
Technical Memorandum No. 1 VKB Implementation of SWMP
Public Outreach / Involvement Methodology Page 3 of 3
APPENDIX A-2
Technical Memorandum No.2 Level of Service (LOS) & Applicable Criteria
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
Technical Memorandum No. 2 Level of Service (LOS) & Applicable Criteria DATE:
July 9th, 2015
TO:
Tony Brown, Village of Key Biscayne Public Works Department Jose Lopez, Village of Key Biscayne Public Works Department
FROM:
Michael Adeife, P.E., Project Manager, EAC Consulting, Inc.
SUBJECT:
Village of Key Biscayne – Implementation of Storm water Master Plan (SWMP)
This technical memorandum provides a detailed description of the Village’s expectations as it relates to the level of service anticipated for storm water infrastructure under its jurisdiction as well as pertinent and applicable criteria and guidelines governing the levels of operational performance. 1.0 Background The Village of Key Biscayne (VKB) Council and staff as a result of RFQ 14-02 contracted EAC Consulting, Inc. (EAC), to perform the requisite services to plan, engineer and administer the construction of the needed infrastructure improvements consistent with the Village’s Storm water Masterplan. This effort is primarily goaled at protecting the village’s residents and business owners from unnecessary flooding and promoting a higher standard of living and storm water serviceability for all the Village’s stakeholders. The implementation of the Village’s SWMP (“the project)” has two main task elements: 1. Hydraulic and Hydrologic Analyses and Evaluation of VKB’s Storm Watershed. 2. Engineering Design and the Development of Construction Documents for Priority Basins. Task 1 - Hydraulic and Hydrologic Analyses and Evaluation of VKB’s Storm Watershed includes all necessary engineering and technical services to successfully perform the analyses of storm water infrastructure existing village wide currently under the jurisdiction and ownership of the Village (Public Works Department). The effort requires incorporating recent infrastructure improvements undertaken by the Village, updating the existing SWMP to reflect more accurate representative data and other updates the watershed as reflected in new information collected from various sources. In addition, opportunities to incorporate green infrastructure as part of the overall storm water management plan will now be explored in an effort to streamline the amount of new infrastructure required to address determined deficiencies. The Task 1 effort is necessary to properly determine the extent of improvements required consistent with the proposed implementation tasks identified in VKB’s RFQ document. . This effort will also incorporate the required sea level rise considerations that will ensure that proposed improvements are sustainable for the next 25 years (YR 2040) and adequate enough to mitigate storm events consistent with current regulatory and jurisdictional standards. To accurately closely simulate, represent and define the storm water management & flooding conditions as determined through hydraulic and hydrologic modeling analyses, it is imperative to establish acceptable levels of service (LOS) criteria and standards. These criteria will be based on applicable jurisdictional regulations maintained within the State of Florida and Miami Dade County. Furthermore, these criteria and conditions will those developed specific to the Village of Key Biscayne as mandated by the Village’s Public Works Department. The established LOS will be utilized as the benchmark for determining deficiencies in the VKB’s infrastructure system and for proposing infrastructure improvements in areas where deficiencies are identified. Technical Memorandum No. 2 VKB Implementation of SWMP
Level of Service & Applicable Criteria Page 1 of 4
2.0 Level of Service (LOS) and Applicable Criteria The primary purposes of LOS criteria are to protect public safety and property. The existing land uses in the Village are defined predominantly by location west or east of Crandon Boulevard. To the west, there exists a large cluster of single family homes, a public recreational area, an elementary school centrally located within the neighborhood and commercial development along Crandon Boulevard. To the east, the land use is primarily multi-family high-rise residential, with some hotel/ commercial development as well as an area designated as single family between East Drive and north of Galen Drive. As noted in the 2011 SWMP, the village is considered completely developed for the purpose of this storm water evaluation process and future land use changes will considered with negligible variation. The establishment of LOS for the purpose of this effort is aimed at ensuring that all roadways are maintained for general use, evacuation routes passable for emergencies during high precipitation events and to ensure that infrastructure are in place to control flood stages below homes and buildings as practicable. The LOS criteria will be used to identify and define potential problem after performing all hydraulic and hydrologic calculations and analyses. As previously mentioned, once areas of deficiencies are identified, the LOS criteria will then be used again to evaluate the effectiveness of proposed infrastructure improvements. The adopted LOS criteria will play a significant role in the capital improvements proposed as they will directly affect the size and cost of proposed infrastructure improvements. All of the village’s current storm water management LOS as established in the 2011 SWMP will be maintained with several modifications for to ensure congruency with applicable jurisdictional guidelines. Variations have also be made in part based on: A. Input from the Village’s Public Works Department B. New & updated Hydraulic &Hydrologic (H&H) data C. Current conventional storm water drainage design practices The LOS and Criteria established for this evaluation is outlined as follows; 1. The land area encompassed by the public rights-of-way plus an additional 25 feet on either side of each roadway. The 2011 SWMP update limited this criteria to 15 feet on either side of each roadway. 2. The vertical datum for elevation references will be the datum referenced will be the North American Vertical Datum of 1988 (NAVD 88). 3. Consistent with the 2011 SWMP update, all analyses and design evaluations for the Village’s storm water management infrastructure shall utilize high tidal elevations in the bay as the tail water condition(s) for the Hydraulics and Hydrologic model. For specificity purposes, this value has been will be determined based on sea level rise considerations derived as part of the analyses procedures. The basis for the determined values will be documented in the H&H Analyses Technical Memorandum. 4. The South Florida Water Management District (SFWMD) standard rainfall and distribution curves for the various storms will be utilized as required for the H&H Analyses. 5. Peak elevations and flows will be determined for each of the basins within VKB’s storm water watershed model for the following design storm events for the following events: a. 5-year, 72-hours b. 10-year, 72-hours c. 25-year, 72-hours d. 100-year,72-hours Technical Memorandum No. 2 VKB Implementation of SWMP
Level of Service & Applicable Criteria Page 2 of 4
6. Roadway Flooding Criteria : Miami-Dade County RER criteria shall be adhered to requiring the following: Design Storm Frequencies and Flood Limits Roadway Location & Type Rainfall Flood Limits Frequency Residential and Commercial Areas 5-year To Crown of Street or within 15 feet of dwelling or occupied building 2-Lane Roads in Residential Areas 5-year To Crown of Street or within 15 feet of (10-year for dwelling or occupied building Bridges) 4-Lane Roads in High Traffic & 10-year To outer edge of Traffic Lanes Density Areas 7. Other Applicable Criteria: Design Storm Frequencies and Flood / Discharge Limits Roadway Location & Type Rainfall Flood / Discharge Limits Frequency Building Pad /Finish Floor Protection 100-year Shall not exceed minimum Building Finish Floor Elevation Outfall Discharges 25-year Shall not exceed existing discharge rates or established conditions 8. State surface water quality standards as set forth in Chapters 62-4 and 62-302, F.A.C., including the anti-degradation provisions of paragraphs 62-4.242(1)(a) and (b), 62-4.242(2) and (3), F.A.C., and Rule 6Â 2-302.300, F.A.C., and the special standards for Outstanding Florida Waters and Outstanding National Resource Waters set forth in subsections 62-4.242(2) and (3), F.A.C and the groundwater standards in Chapters 62-520 and 62-550 F.A.C. For design purposes, the volume of runoff to be treated from a site shall be determined by the type of treatment system. In general, pollution abatement shall be accomplished by requiring storm water management systems to retain or detain with filtration, the run-off generated from the first inch of rainfall on developed sites, or 2.5 inches of run-off generated over the entire site for the percentage of imperviousness on the site, whichever is greater. 9. Water Quantity standards shall be in accordance with SFWMD and Miami Dade RER regulatory requirements. 10. Underground Injection Discharge: The Florida Department of Environmental Protection (FDEP) regulates underground discharge via pressurized or gravity drainage wells through its Underground Injection Control (UIC) program. Wells can only discharge into or above an aquifer that contains a total dissolved solids concentration of less than 10,000 milligrams per liter. For the purposes of these analyses and evaluation the following will be maintained: a. All existing wells are assumed to comply with this criteria. Drainage Well evaluation efforts will be required for each priority basin for design purposes and appropriate adjustments made during Task 2 of the SWMP Implementation effort. b. Existing wells will be assumed to function at only 75% of the estimated capacities to reflect long term usage. c. Within the H&H model, drainage well capacities shall be updated based on all recent well redefinition efforts undertaken by the Villageâ&#x20AC;&#x2122;s Public Works Department.
Technical Memorandum No. 2 VKB Implementation of SWMP
Level of Service & Applicable Criteria Page 3 of 4
d. In the absence of field measured well capacities, all drainage wells capacities shall default to a determined well capacity estimated by local hydrogeologists familiar with the Village of Key Biscayne and other County barrier municipalities. 11. Existing Basins as delineated in the 2011 SWMP update (identifying 14 separate individual basins) will be maintained. However LIDAR information obtained from the County will be utilized to verify the delineations and applicable adjustments made to reflect topography information. 12. Positive Discharge: All existing outfalls will be field verified by the Village Public Works department prior to finalization of the H&H Analyses & Evaluation process. The results of the findings shall be appropriately incorporated into the effort. 13. Pipe Hydraulic Opening Reduction: All existing cast iron / metal piping that have recently undergone rehabilitation via pipe lining, shall have their respective hydraulic opening appropriately reduced to reflect loss of area. All other existing cast iron/metal pipes within the system will assumed to have lost 50% of the hydraulic opening due to the expected degradation of this pipe material under the subsurface ground water conditions within the Village. The City will implement a capital program that involves relining all metal pipes village-wide. 14. Monitoring Stations: Establishing monitoring locations or stations for groundwater elevations as well above ground flooding information. The EAC team will coordinate this effort with Mission Communications, Inc. 15. It is assumed that for this effort, the storm water infrastructure and hydraulic inter-connectivity presented in the 2011 SWMP update is accurate. No revisions or changes will be proposed to the existing interconnections for the purpose of analyzing existing conditions. 16. Pump Stations: To facilitate the ability of underground injection wells to function in low lying areas, the Village is amenable to evaluating the use of pumps to enable and expedite flows to the nonpotable aquifer. The Village’s preference for pump stations is for proposed systems to be submersible, duplex and capable of long term use in salt water conditions. 17. Backflow Prevention: The analyses will factor in the placement of conventional back flow prevention devices, specifically at the outfalls and at points of interconnection the central storm water trunk system along Crandon Boulevard. Where the analyses reveals adverse effects due to the incorporation of these devices, the EAC Team will recommend eliminating from proposed infrastructure designs. 18. Green Infrastructure: The project will take into consideration implementation of “Green Infrastructure” where opportunities exist. The use of “Green Infrastructure” will provide better long term planning strategy which is environmentally conscious and results in lower capital and maintenance costs. A toolbox of “Green Infrastructure” components will be developed for this project and will integrate urban and engineering practices to provide overall better preservation of the existing site hydrology by reducing the runoff volume and peak flows while increasing aquifer recharge, reducing pollution, reducing the impacts of Sea Level Rise and climate change and associated mitigation costs. The toolbox will include cost efficient components for increasing the storage and infiltration of storm water, reducing the paved surfaces and improving the conveyances. 19. Key Colony: For the purpose of analyses, no impacts resulting from Key Colony will be included since the Condominium has hired an engineering firm to design improvements (including wells redevelopment) to limit flows from Key Colony across the Sonesta Drive wall. The EAC team will coordinate with the engineer for this project to ensure that this conditions are maintained.
Technical Memorandum No. 2 VKB Implementation of SWMP
Level of Service & Applicable Criteria Page 4 of 4
APPENDIX A-3
Technical Memorandum No.3 Data Collection
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
Technical Memorandum No. 3 Data Collection DATE:
July 14th, 2015
TO:
Tony Brown, Village of Key Biscayne Public Works Department Jose Lopez, Village of Key Biscayne Public Works Department
FROM:
Michael Adeife, P.E., Project Manager, EAC Consulting, Inc.
SUBJECT:
Village of Key Biscayne – Implementation of Storm water Master Plan (SWMP)
This technical memorandum provides a detailed description of the efforts undertaken in gathering and collecting data, materials, and other relevant information required for the analyses of the Village’s storm water infrastructure system. The data collection is both an important and integral task towards embarking on the implementation of infrastructure repairs, rehabilitation, replacements and improvements as needed for improving and optimizing the Village’s storm water management systems. 1.0 Background The Village of Key Biscayne (VKB) Council and staff, as a result of RFQ 14-02, contracted EAC Consulting, Inc. (EAC) to perform the requisite services to plan, engineer, and administer the construction of the needed infrastructure improvements consistent with the Village’s Stormwater Master Plan (SWMP). This effort is primarily goaled at protecting the Village’s residents and business owners from unnecessary flooding and promoting a higher standard of living and storm water serviceability for all of the Village’s stakeholders. The implementation of the Village’s SWMP has two main task elements: 1. Hydraulic and Hydrologic Analyses and Evaluation of VKB’s Storm Watershed. 2. Engineering Design and the Development of Construction Documents for Priority Basins. Task 1 - Hydraulic and Hydrologic Analyses and Evaluation of the Village’s Storm Watershed includes all necessary engineering and technical services to successfully perform the analyses of the Village-wide existing stormwater infrastructure currently under the jurisdiction and ownership of the Village’s Public Works Department. This effort requires incorporating recent infrastructure improvements undertaken by the Village, updating the existing SWMP to reflect more accurate representative data, and other updates to the watershed as reflected in new information collected from various sources. In addition, opportunities to incorporate green infrastructure as part of the overall SWMP will now be explored in an effort to streamline the amount of new infrastructure required to address identified deficiencies. The Task 1 effort is necessary to properly determine the extent of improvements required consistent with the proposed implementation tasks identified in the Village’s RFQ document. This effort will also incorporate the required sea level rise (SLR) considerations that will ensure that proposed improvements are sustainable for the next 25 years (YR 2040) and adequate enough to mitigate storm events consistent with current regulatory and jurisdictional standards. The analyses to be performed under Task 1 will take into consideration the elements and components of the existing system within the Village including but not limited to collection drainage structures, conveyance pipes, outfall structures, system junctions, and disposal infrastructure. The analyses also must consider the hydrologic conditions within the Village such as topography, ground cover, location,
Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 1 of 8
and characteristics of water bodies, ground water, rainfall amounts/patterns, and other pertinent specific local conditions including vulnerability to high tides and SLR. 2.0 Data Gathering Sources The data collection efforts encompassed a coordinated streamlined approach that involved reaching out to several entities with jurisdiction or that maintain existing records or have been tasked by VKB with the responsibility to handle certain functions on the Villageâ&#x20AC;&#x2122;s behalf. The following entities were contacted and coordinated with: i. ii. iii. iv. v. vi. vii. viii. ix. x. xi. xii. xiii. xiv. xv. xvi. xvii. xviii.
Village of Key Biscayne â&#x20AC;&#x201C; Public Works Department Tetra Tech, Inc Jaffer Well Drilling, A Division of A.C. Schultes of Florida, Inc Layne Inliner Products A&A Drainage, Inc Florida International University (FIU) Federal Emergency Management Agency (FEMA) - National Flood Insurance Program Florida Department of Transportation (FDOT) Florida Department of Environmental Protection (FDEP) (Underground Injection Control Program) Miami-Dade County Regulatory and Economic Resources (RER) Miami-Dade Public works & Waste Management (PWWM) Miami-Dade County Information Technology Department (ITD) South Florida Water Management District (SFWMD) National Oceanic and Atmospheric Administration (NOAA) United States Army Corps of Engineers (USACE) United States Geological Survey (USGS) Pollution Elimination Corporation (PELCO) MODUS
3.0 Data Collection The following subsections detail the items collected under this data collection task. 3.1 VKB Public Works Inventory & Worksheets The Village also provided an Existing Drainage Structure Inventory excel spreadsheet documenting what appears to be the assumptions used for the development of the InfoSWMM model network and a Permitted Outfall inventory table identifying all of the Villages permitted outfalls which the Village is in the process of inspecting. 3.2 VKB Public Works - Stormwater Improvement Project As-Builts The Village provided as-builts for the Stormwater Improvement Plan Basins 1-8 and Water Distribution Improvements project showing a submitted date of 8/14/1996 on the cover of the digital set provided. These as-builts are for an extensive stormwater improvement project throughout the Village. It is understood that these as-builts were the initial basis for the GIS based stormwater infrastructure feature classes available from the Village and currently maintained by Tetra Tech. It is our understanding that that the Village will provide additional design and as-built records for other completed or ongoing projects within the Village. These items will be evaluated for inclusion into the InfoSWMM model update to be performed by the EAC Team for this project.
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Data Collection Page 2 of 8
3.3 2011 Stormwater Master Plan Report & Models The existing 2011 SWMP Update developed by Tetra Tech, Inc. was provided in PDF format by the Village. This report provides a detailed description of the activities and analyses performed for the development of the SWMP and the findings substantiated by the analyses performed. Pertinent exhibits and appendices were also provided by the Village. The 2011 SWMP INFOSWMM models including the hydraulic network, hydrologic parameters, and results files for the simulations performed as part of the Stormwater Master Plan update were also collected as part of this data collection task. The InfoSWMM model version is documented as version 9.0.
Figure 1 – Village of Key Biscayne InfoSWMM Network Schematic in ArcMap In addition to the 2011 SWMP, the Village also provided the 1993 Stormwater Management Master Plan report prepared by Williams, Hatfield, and Stoner, Inc. (WHS) which documents the observations, testing, analytical methodologies, findings, and recommendations developed by WHS. 3.4 Topographic Data The most readily available topographic data for large expanses of land is typically LiDAR based topographic data. LIDAR, which stands for Light Detection and Ranging, is a remote sensing method that uses a pulsed laser to measure the distance between the Earth and the collection unit typically based onboard a plane. These distance measurements, combined with other data recorded by the plane’s airborne systems, can be used to generate topographic elevations points which can then be used to prepare detailed topographic models of the shape of the surface surveyed. LiDAR data was available for VKB’s geographic limits from a central repository of LiDAR data hosted by Florida International University (FIU) at their GIS-RS Center and sponsored by the International Hurricane Research Center at FIU. The LiDAR dataset is a topographic survey conducted for the State of Florida Division of Emergency Management LiDAR Project under the guidance of a Licensed and Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 3 of 8
Professional Surveyor/Mapper. This data is intended to support the creation and refinement of integrated ground and surface water models and Federal Emergency Management Agency Flood Insurance Rate Maps (FEMA FIRM).
Figure 2 – Florida International University’s Web Based LiDAR Data Repository The most readily available LiDAR based data points were collected from August 2007 through January 2008. According to datasets metadata, the point cloud was collected at a density sufficient to support a maximum final post spacing of 4 feet for unobscured areas. The LiDAR data is available in 5000' by 5000' tiles, four of which encompass the Village. The LiDAR data is a bare earth representation of the topography where buildings and canopy are removed from the dataset. The EAC team approached Miami-Dade County in June 2015 in order to verify that the data collected from FIU was the latest LiDAR based topographic dataset available. According to a representative from the Stormwater Utility Planning Division within Miami-Dade County (County), the County was in the process of collecting new LiDAR data and the LiDAR data was not going to be available in the near future. This newer data set would represent a more accurate and detailed representation of the topography of the Village and should be considered for future inclusion into the Village’s GIS data repository and into the Village’s InfoSWMM models utilized for the Stormwater Master Plan. The EAC team has also approached the original developers of the 2011 SWMP Update in order to collect the topographic DEM used for the SWMP. This process is being finalized and the DEM will also be verified for conformance with retrieved information previously described.
Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 4 of 8
3.5 GIS Data Miami-Dade County’s (County) Information Technology Department (ITD) through its GIS Division maintains a central repository of geographic data comprised of numerous layers; the street network and property (parcel) layers being the primary base layers. This GIS data is available through the County’s GIS Self Services website. This website allows users to search through and choose GIS data that is pertinent to their interests.
Figure 3 – Miami-Dade County GIS Self Service Website In addition, the EAC team coordinated with the Village to collect GIS data that is maintained by the Village. The data includes two geodatabases that represent the available GIS feature classes maintained and used by the Village. The following is a listing and short description of the individual feature classes within the two geodatabases provided: 1. VKB_Stormwater2015 (Personal Geodatabase and associated Feature Classes) a. ComplaintAreas - This dataset includes complaints logged and identified by parcel boundaries with physical address and SWMP basin area name. b. Exfiltration - This dataset seems to be exfiltration trenches done for a specific project, Civic Center, and provides the length of each segment. c. MiamiDadeBM - This dataset includes Miami-Dade County benchmarks near the Village and includes the benchmark name and source. d. NGS_BM - This dataset includes benchmarks identified in NOAA’s National Geodetic Survey (NGS), which includes the data source, datum, adjusted elevation, and condition of the benchmark. Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 5 of 8
e. parcel_centroids_address_file - This dataset includes the centroid of the parcel boundaries within the Village. f. Pipes_07192011 - This dataset includes the pipe network within the Village and includes the pipe diameter, pipe type, comments (most comments state assumption of pipe diameter), inverts, editor and last update date, which appears to have last been last updated in June 2015. g. Flow - This dataset includes the same information as Pipes_07192011, but with data that does not match Pipes_07192011 in the each item. This dataset does not include the editor and last edited date. h. RLP - The dataset contains parcel boundaries of Repeated Loss Properties (RLP) with its corresponding physical address and the type of complaint. i. StudyArea - This dataset contains the Village’s study area limits and excludes the majority of parcels along the east coast of the Village. j. SW_Structures - This dataset includes the stormwater structures data. It includes an associated project name, Design ID, rim elevation, invert elevation, the SWMP basin name, and the editor and last edited date. k. Strucs_07192011 - This dataset appears to be the same as the SW_Structures dataset, but created prior to SW_Structures. l. SWMMP2010Update_Basin - This dataset includes the Village basin boundary of the Village’s SWMP 2010 Update. m. SWMMP2010Update_SubCatchment - This dataset includes the Village sub-basin boundary of the Village’s SWMP 2010 Update. n. VKB_Boundary - This dataset includes geographic boundary of Miami-Dade County and the Village. 2. Base (File Geodatabase and associated Feature Classes) a. BuildingFootprints - This dataset includes the building footprint shapes last updated in November 2008. b. CriticalMeterParcels - This dataset appears to include the critical facilities. There are several parcels identified within the Village, along with the facility type (school, police, and utility). The facilities identified are St. Agnes School, Key Biscayne Elementary School, Key Biscayne Police Department, and Key Biscayne Fire Rescue) c. CriticalSiteParcels - This dataset also appears to include the critical facilities. There are several parcels identified within the Village, along with the facility type (library, parks, helicopter landing, and other). The facilities identified are Miami-Dade Public Library Key Biscayne Branch, Village Green Park, St. Christopher’s by-the-Sea, Key Biscayne Community Church, and Key Biscayne Presbyterian Church. d. EdgeOfPavement - This dataset represents the edge of pavement with the Village. Edge of pavement (roadway depicted) e. GolfCourses - Not applicable to Village. f. Hydrolines_24K - This dataset does not contain any features within the Village. However, per metadata, this data was collected as part of the National Mapping Program and contains Hydrological Line Features from the USGS 1:24000 scale DLG's. g. Land_24K - This dataset is the land boundary. Per metadata, this dataset contains Hydrological Poly Features from the USGS 1:24000 scale DLG's. h. LandArea - This dataset represents the land area/shoreline in coastal areas, but does not contain features with the Village. i. MajorHydro - Not applicable to Village. j. Municipal - Not applicable to Village. This dataset seems to be only applicable for Port St. Lucie, St. Lucie Village, and Fort Pierce. k. MunicipalBoundaries - This dataset includes the geographical Village boundary. Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 6 of 8
l. NHDPlus_Flowlines_ 100K - Not applicable to Village. m. NHDPlus_ WaterBodies_100K - Not applicable to Village. n. Parcels - This dataset includes parcel boundaries. However, no data for parcels is provided within the Village boundary. Therefore, it is not applicable. o. Parks - This dataset includes the park areas with the Village. p. ParksPreserves - Not applicable to Village. q. Railroad - Not applicable to Village. r. Riverlines - Not applicable to Village. s. Streets - This dataset includes the streets layer in Miami-Dade County & St. Lucie County. t. WaterBodies - Not applicable to Village. u. WaterBodies_24K - This dataset includes the boundaries of water bodies. Per metadata, the dataset contains Hydrological Poly Features from the USGS 1:24000 scale DLG's. The feature classes related to stormwater infrastructure also contain edit tracking which will enable the EAC team to focus updates to the InfoSWMM models based on what items have changed since the development of the 2011 SWMP InfoSWMM models – currently there are modifications to 135 pipe segments and 8 drainage structures/manholes. Additionally, VKB maintains a GIS feature class which collects annotated data from the VKB staff pinpointing areas in need of additional investigation by the Village’s contractors. This feature class logs all inquiries as they are input and addressed. Lastly, a map exhibit illustrating flood prone areas was reviewed on-site at the Village. This map shows areas where flooding has been observed throughout the VKB based on documented site visits by Village staff.
Figure 4 – Village of Key Biscayne GIS-based Stormwater Infrastructure Data
Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 7 of 8
3.6 Village Stormwater Management System Maintenance Records The Village maintains two companies under contract for the purposes of maintaining their stormwater infrastructure. As of this writing, Jaffer Well Drilling, A Division of A.C. Schultes of Florida, Inc. (Jaffer) and A&A Drainage, Inc. (A&A) have active contracts. Jaffer is a well drilling contractor specializing in the development and maintenance of wells. A&A is a maintenance contractor specializing in the maintenance and physical inspecting of stormwater infrastructure systems. Jaffer Well Drilling is tasked with testing, maintaining, and redeveloping the existing 28 Village owned wells, at the discretion of the Village. The Village maintains a program where, depending on available funding, a specific number of wells are identified for cleaning/maintenance on a rotating basis. Jaffer provides the Village with flow rates prior to and after cleaning/maintenance activities and the testing and maintenance records are maintained by the Village and updated regularly using the data provided by Jaffer. VKB Public Works staff provided the EAC team with a table identifying the wells and their locations; the physical dimensions of the wells including cased and uncased depths; the depth of sedimentation observed prior to cleaning; the date of the most recent cleaning/maintenance/; the pre- and postmaintenance flow rates; and the date the activities were performed. A&A Drainage, Inc was recently tasked with cleaning and surveying the Villages stormwater infrastructure systems. Based on our understanding, A&A Drainage, Inc follows the Village’s maintenance program, at the discretion of the Village, and provides input for refining the Village’s GIS based stormwater infrastructure feature classes. A&A surveys the Village’s stormwater management systems and inputs their findings into an ArcGIS Online-based maintenance feature class maintained by the Village. These findings are compared to the existing stormwater infrastructure data and are then propagated into the Village’s master stormwater infrastructure feature classes. The well data available from Jaffer and the field-verified stormwater infrastructure data available from A&A Drainage, Inc will be evaluated for inclusion into the InfoSWMM model update to be performed by the EAC team for this project.
Technical Memorandum No. 3 VKB Implementation of SWMP
Data Collection Page 8 of 8
APPENDIX B
Public Meeting Records
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
Public Workshop Report October 6, 2015 DATE:
October 11, 2015
TO:
Tony Brown, Village of Key Biscayne Public Works Department Jose Lopez, Village of Key Biscayne Public Works Department
FROM:
Michael Adeife, P.E., Project Manager, EAC Consulting, Inc.
SUBJECT:
Village of Key Biscayne – Implementation of Storm water Master Plan (SWMP)
Attendees: Name Mayra Peña Lindsay, Mayor John Gilbert, Village Manager Jud Kurlancheek, Director, Jose G. Lopez Mariana Dominguez - Hardie Tony Brown Ana de Varona Michael “Mike” Adeife Eduardo Garces Mark Kuntz Cesar Borges Georgio Tachiev Michelle Simmons
Organization VKB VKB VKB VKB VKB VKB VKB EAC EAC EAC Aluces Corp GIT MRG
Email jgilbert@keybiscayne.fl.gov jkurlancheek@keybiscayne.fl.gov jlopez@keybiscayne.fl.gov mdominguez@keybiscayne.fl.gov tbrown@keybiscayne.fl.gov adevarona@keybiscayne.fl.gov madeife@eacconsult.com egarces@eacconsult.com mkuntz@eacconsult.com cborges@alucescorp.com georgio@gitconsulting.net MSimmons@mrgmiami.com
Summary: The public meeting was held on Tuesday, October 6, 2015, from 6pm until 8pm at the Village Council Chamber. Residents were invited to attend the open house portion of the workshop from 6:00pm until 6:30pm. All residents in attendance had the opportunity to speak with the project team and discuss their individual concerns. The presentation began at 6:40pm, with opening remarks from the Village Manager and a welcome address from the Mayor. Jose Lopez opened the workshop, with various members of staff providing detailed information about the implementation plan. After the presentation, the project team conducted a Q&A session. All residents were provided comment cards and given the opportunity to speak publicly. Questions were addressed to the project team and all comments were documented for future action. The presentation ended at 7:28pm. There were a total of 10 residents present. No comment cards were left at the public workshop.
Technical Memorandum No. 2 VKB Implementation of SWMP
Public Workshop Page 1 of 1
APPENDIX C
Existing H&H Model Input Report
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
[OPTIONS] FLOW_UNITS CFS INFILTRATION CURVE_NUMBER FLOW_ROUTING DYNWAVE ALLOW_PONDING YES DRY_DAYS 5.000000 SKIP_STEADY_STATE NO IGNORE_RAINFALL NO IGNORE_SNOWMELT YES IGNORE_GROUNDWATER NO IGNORE_QUALITY YES FORCE_MAIN_EQUATION H-W LINK_OFFSETS DEPTH MIN_SLOPE 0.000000 START_DATE 01/01/2002 START_TIME 00:00 END_DATE 01/04/2002 END_TIME 06:00 REPORT_START_DATE 01/01/2002 REPORT_START_TIME 00:00 SWEEP_START 01/01 SWEEP_END 12/31 WET_STEP 00:05:00 DRY_STEP 00:05:00 ROUTING_STEP 4.000000 REPORT_STEP 00:01:00 INERTIAL_DAMPING FULL VARIABLE_STEP 0.650000 LENGTHENING_STEP 7 MIN_SURFAREA 0.000000 NORMAL_FLOW_LIMITED SLOPE MAX_TRIALS 5 HEAD_TOLERANCE 1.000000 [EXTENDED_OPTIONS] Conduit_InvertElevation MAX_STEP 2500 Rim_Elevation YES UnitHydrograph_Type
[RAINGAGES] MEANANNUAL RAINGAUGE_100YR RAINGAUGE_10YR RAINGAUGE_25YR RAINGAUGE_5YR
YES
Standard
CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE
0.250000 0.250000 0.250000 0.250000 0.250000
1.000000 1.000000 1.000000 1.000000 1.000000
TIMESERIES TIMESERIES TIMESERIES TIMESERIES TIMESERIES
MEANANNUAL 100YR72HRSTORM 10YR72HRSTORM 25YR72HR 5YR72HRSTORM
RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR
J-541 J-534 J-132 J-158 J-74 J-481 J-482 J-129 J-99 J-487 J-67 J-63 J-355 J-489 J-188 J-256 J-351 J-354 J-341 J-191 J-253 J-198 J-266 J-238 J-512
1.857639 2.452711 2.840024 6.847408 2.016822 1.503526 1.450452 3.602990 3.308419 1.480570 1.508301 3.728697 2.274664 1.914806 2.880840 2.698432 2.310935 2.354276 4.418571 1.916642 1.782763 4.234923 1.653328 1.460504 0.997760
45.471043 65.000000 38.000000 38.000000 38.000000 20.363015 54.966769 38.015839 38.000000 50.433653 38.000000 38.000000 19.513439 45.144165 38.000000 38.026061 38.096335 40.458490 39.193636 38.078072 38.000000 38.072068 38.000000 38.000000 65.000000
0.817771 0.939668 1.011142 1.570053 0.852089 0.735710 0.722608 1.138893 1.091344 0.730072 0.736877 1.158590 0.904919 0.830259 1.018382 0.985614 0.912106 0.920619 1.261224 0.830657 0.801121 1.234736 0.771491 0.725108 0.599327
[HYDROGRAPHS] [TEMPERATURE] [ADJUSTMENTS] [SUBCATCHMENTS] SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11936 SUB-11944 SUB-11948 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11970 SUB-11972 SUB-11978 SUB-11984 SUB-11986 SUB-11988 SUB-11990 SUB-11994 SUB-11998 SUB-12004 SUB-12010 SUB-12014
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
1.664540 2.119008 1.152244 0.518197 0.893295 0.561716 0.503895 1.828677 1.060137 0.837230 1.773706 0.739077 0.978853 0.885184 1.381654 1.736567 0.714544 0.605257 1.319807 1.567722 2.181504 0.809575 1.670416 1.471121 0.955973
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
2015 H&H “Control” Model Input Report Page - 1 of 60
SUB-12016 SUB-12024 SUB-12036 SUB-12044 SUB-12046 SUB-12048 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12072 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12110 SUB-12112 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154 SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268
RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR
J-249 J-282 J-324 J-784 J-59 J-61 J-918 J-31 J-647 J-42 J-571 J-585 J-5 JCT-28 J-673 J-557 J-672 J-910 J-606 J-606 J-710 J-700 JCT-32 J-912 J-611 J-563 J-678 J-663 J-665 J-598 J-591 J-757 J-687 J-633 J-659 J-657 J-654 J-18 J-629 J-632 J-637 J-640 J-653 J-27 J-25 J-321 J-328 J-314 J-682 J-624 J-618 J-899 J-891 J-40 J-58 J-54 J-934 J-894 J-317 J-208 J-310 J-305 J-296 J-300 J-288 J-233 J-226 J-209 J-213 J-242 J-244 J-267 J-126 J-110 J-217 J-223 J-180 J-121 J-104 J-185
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.737824 2.097903 2.270348 2.270165 2.174025 1.245684 3.119261 2.070080 1.407203 1.338427 6.418130 3.999486 4.323441 3.501892 3.477099 1.480478 2.630023 2.378058 0.194667 1.786895 3.058933 2.479156 1.972747 5.105139 5.940737 2.175658 3.515134 5.908253 1.852523 3.733230 2.779212 2.215353 1.491838 2.097420 0.589539 1.125302 2.624617 1.711487 2.426744 1.135079 0.553583 1.677265 2.827579 2.066789 2.761651 1.410330 1.663156 1.806598 1.661088 2.842330 1.390916 2.885799 1.194728 2.010444 1.527995 2.797872 1.138570 0.835929 1.622765 1.155299 1.715710 1.818375 0.656138 0.662444 1.166244 1.540522 1.117068 2.280767 1.600218 1.150682 1.185491 1.963239 6.016147 2.010787 2.185710 2.142711 1.451843 1.838406 1.923741 2.964343
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2015 H&H “Control” Model Input Report Page - 2 of 60
SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374 SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR RAINGAUGE_10YR
J-80 J-83 J-402 J-396 J-368 J-380 J-363 J-342 J-410 J-415 J-431 J-388 J-384 J-421 J-422 J-430 J-423 J-459 J-445 J-763 J-440 J-147 J-438 J-437 J-152 J-170 J-161 J-163 J-169 J-166 J-165 J-826 J-831 J-836 J-822 J-838 J-816 J-844 J-870 J-865 J-860 J-809 J-851 J-958 J-539 J-882 J-880 J-879 J-470 J-493 J-544 J-497 J-714 J-518 J-793 J-712 J-719 J-508 J-766 J-728 J-498 J-776 J-734 J-47 J-550 J-555 J-559 J-951 J-290 J-15 J-479 J-480 J-247 J-684 J-203 J-754 J-750 J-903 J-77
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 3 of 60
[SUBAREAS] SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11936 SUB-11944 SUB-11948 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11970 SUB-11972 SUB-11978 SUB-11984 SUB-11986 SUB-11988 SUB-11990 SUB-11994 SUB-11998 SUB-12004 SUB-12010 SUB-12014 SUB-12016 SUB-12024 SUB-12036 SUB-12044 SUB-12046 SUB-12048 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12072 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12110 SUB-12112 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154 SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 4 of 60
SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374 SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET
2015 H&H “Control” Model Input Report Page - 5 of 60
SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
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[INFILTRATION] SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11936 SUB-11944 SUB-11948 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11970 SUB-11972 SUB-11978 SUB-11984 SUB-11986 SUB-11988 SUB-11990 SUB-11994 SUB-11998 SUB-12004 SUB-12010 SUB-12014 SUB-12016 SUB-12024 SUB-12036 SUB-12044 SUB-12046 SUB-12048 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12072 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12110 SUB-12112 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET
2015 H&H “Control” Model Input Report Page - 6 of 60
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3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 7 of 60
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[AQUIFERS] [GROUNDWATER] [GWF] [SNOWPACKS] [JUNCTIONS] J-102 -4.560000 J-104 -4.560000 J-106 -4.560000 J-109 -4.560000 J-11 -4.560000 J-110 -4.121000 J-113 -4.560000 J-114 -4.560000 J-118 -4.560000 J-12 -4.560000 J-121 -4.560000 J-126 -3.560000 J-126A -3.560000 J-127 -3.560000 J-128 -3.560000 J-129 -3.560000 J-130 -3.560000 J-131 -3.560000 J-132 -3.560000 J-137 -3.560000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 8 of 60
J-139 -3.560000 6.560000 0.000000 J-140 -3.560000 6.480000 0.000000 J-147 -3.560000 6.500000 0.000000 J-148 -3.560000 6.540000 0.000000 J-149 -3.560000 6.000000 0.000000 J-15 -4.060000 6.700000 0.000000 J-152 -3.560000 6.600000 0.000000 J-153 -3.560000 6.700000 0.000000 J-155 -3.560000 6.620000 0.000000 J-156 -3.560000 6.470000 0.000000 J-158 -3.560000 6.600000 0.000000 J-158A -3.560000 13.560000 J-15A 0.000000 10.000000 0.000000 J-160 -3.560000 6.700000 0.000000 J-161 -3.560000 6.560000 0.000000 J-162 -3.560000 7.310000 0.000000 J-163 -3.560000 6.044000 0.000000 J-164 -3.560000 6.506000 0.000000 J-165 -3.560000 6.601000 0.000000 J-166 -3.560000 6.373000 0.000000 J-167 -3.560000 6.016000 0.000000 J-168 -3.560000 6.159000 0.000000 J-169 -3.560000 6.305000 0.000000 J-170 -3.560000 6.409000 0.000000 J-174 -3.560000 6.000000 0.000000 J-175 -3.560000 6.250000 0.000000 J-176 -3.560000 6.720000 0.000000 J-179 -4.060000 6.850000 0.000000 J-18 -3.560000 6.230000 0.000000 J-180 -3.560000 5.950000 0.000000 J-180A -3.560000 13.560000 J-185 -4.060000 6.570000 0.000000 J-185A -3.560000 13.560000 J-188 -4.060000 6.320000 0.000000 J-188A -3.560000 13.560000 J-191 -3.560000 5.950000 0.000000 J-191A -3.560000 13.560000 J-195 -3.560000 5.760000 0.000000 J-195A -3.560000 13.560000 J-198 -3.560000 5.700000 0.000000 J-199 -3.560000 5.750000 0.000000 J-19A -3.560000 13.560000 J-203 -3.560000 5.700000 0.000000 J-204 -3.560000 5.650000 0.000000 J-206 -3.560000 5.750000 0.000000 J-208 -3.560000 5.750000 0.000000 J-209 -3.560000 5.850000 0.000000 J-212 -3.560000 6.050000 0.000000 J-213 -3.560000 5.750000 0.000000 J-213A -3.560000 13.560000 J-217 -7.693000 9.103000 0.000000 J-218 -7.136000 8.966000 0.000000 J-222 -5.166000 6.336000 0.000000 J-223 -5.060000 7.300000 0.000000 J-223A -3.560000 13.560000 J-225 -3.560000 6.050000 0.000000 J-226 -3.560000 6.050000 0.000000 J-232 -3.560000 6.100000 0.000000 J-233 -3.560000 6.200000 0.000000 J-235 -3.560000 6.160000 0.000000 J-238 -4.560000 7.100000 0.000000 J-24 -3.560000 6.000000 0.000000 J-242 -3.560000 5.900000 0.000000 J-244 -3.560000 5.900000 0.000000 J-247 -3.560000 5.860000 0.000000 J-248 -3.560000 5.800000 0.000000 J-249 -3.560000 5.850000 0.000000 J-25 -3.560000 6.040000 0.000000 J-253 -3.560000 5.850000 0.000000 J-254 -3.560000 5.900000 0.000000 J-256 -3.560000 6.000000 0.000000 J-259 -3.560000 5.800000 0.000000 J-25A -3.560000 13.560000 J-260 -3.560000 6.560000 0.000000 J-261 -3.560000 5.700000 0.000000 J-261-WEIR -3.560000 5.700000 J-262 -3.560000 6.560000 0.000000 J-266 -3.560000 5.850000 0.000000 J-267 -4.060000 6.450000 0.000000 J-268 -4.560000 6.860000 0.000000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 9 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 14 of 60
J-953 -3.560000 7.600000 0.000000 J-954 -3.560000 7.000000 0.000000 J-958 -1.360000 3.460000 0.000000 J-96 -4.060000 7.060000 0.000000 J-963 -4.560000 4.560000 0.000000 J-99 -3.560000 5.600000 0.000000 JCT-24 -3.560000 6.000000 0.000000 JCT-26 -5.938000 8.000000 0.000000 JCT-26-WEIR -5.938000 8.000000 JCT-28 -4.060000 7.060000 0.000000 JCT-28-WEIR -4.060000 7.060000 JCT-30 -4.560000 4.560000 0.000000 JCT-32 -3.560000 6.214000 0.000000 JCT-32-WEIR -3.560000 6.214000 JCT-36 -9.000000 12.800000 JCT-46 -3.560000 6.560000 0.000000 JCT-64 -4.000000 6.500000 0.000000 [OUTFALLS] J-171 -4.000000 TIDAL C-TIDE J-263 -4.000000 TIDAL C-TIDE J-279 -4.000000 TIDAL C-TIDE J-33A -1.000000 FREE NO J-386 -1.000000 FREE NO J-442 -4.000000 TIDAL C-TIDE J-561A -4.000000 TIDAL C-TIDE J-567A -4.000000 FREE NO J-582 -5.490499 TIDAL C-TIDE J-605 -4.000000 TIDAL C-TIDE J-671 -4.000000 TIDAL C-TIDE J-694 -4.000000 TIDAL C-TIDE J-703 -4.000000 TIDAL C-TIDE J-909 -4.000000 TIDAL C-TIDE J-911 -4.000000 TIDAL C-TIDE J-913 -4.000000 TIDAL C-TIDE J-919 -4.000000 TIDAL C-TIDE J-920A -4.000000 TIDAL C-TIDE J-963A -2.560000 TIDAL C-TIDE J575A -4.000000 TIDAL C-TIDE OFALL-10 -1.500000 FREE NO OFALL-12 -1.000000 FREE NO OFALL-14 -1.000000 FREE NO OFALL-16 -1.500000 FREE NO OFALL-18 -1.000000 FREE NO OFALL-20 -1.000000 FREE NO OFALL-22 -1.000000 FREE NO OFALL-24 -1.000000 FREE NO OFALL-26 -1.000000 FREE NO OFALL-28 -1.000000 FREE NO OFALL-30 -2.000000 FREE NO OFALL-32 -1.000000 FREE NO OFALL-34 -1.000000 FREE NO OFALL-36 -1.000000 FREE NO OFALL-38 -2.560000 FREE NO OFALL-40 -1.000000 FREE NO OFALL-42 -1.000000 FREE NO OFALL-44 -2.500000 FREE NO OFALL-46 -1.000000 FREE NO OFALL-48 -1.000000 FREE NO OFALL-50 -1.000000 FREE NO OFALL-52 -1.000000 FREE NO OFALL-54 -1.000000 FREE NO OFALL-66 -1.000000 FREE NO WELL-2E -2.500000 STAGEFLOW WELL-3 -1.500000 STAGEFLOW WELL-4 -1.500000 STAGEFLOW WELL-W-ENID-DR -1.000000 FREE
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NO NO NO
NO NO NO NO NO NO NO NO NO NO NO NO NO NO
2E 3W 4E NO
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[DIVIDERS] [STORAGE] J-856-STORAGE-NEW -16.000000 [CONDUITS] C-WELL3W JCT-36 C-WELL4E JCT-36 CDT-101 J-188A CDT-103 J-191 CDT-105 J-341 CDT-107 J-745A
WELL-3 WELL-4 J-188 J-191A J-341A J-745
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 15 of 60
CDT-109 CDT-11 CDT-111 CDT-113 CDT-115 CDT-121 CDT-123 CDT-125 CDT-171 CDT-173 CDT-175 CDT-177 CDT-179 CDT-181 CDT-183 CDT-185 CDT-187 CDT-189 CDT-191 CDT-193 CDT-195 CDT-197 CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97
J-748A JCT-26 J-750A J-351A J-195A JCT-46 J-354B J-355A J-455 J-596A J-611A J-611B J-598B J-572A J-585B JCT-28 J-591B J-591 J-598A J-5 J-673A J-654 J-19A J-25A J-653 J-563 J-571A J-571 J-288A J-290 J-15 J-328 J-314A J-27A J-321A J-647 J-40B J-40 J-42A J-647 J-61A J-58A J-40A J-54A J-54 J-624 J-899A J-324A J-31A J-59A J-59B J-77A J-83A J-498A J-734 J-734 J-766A J-430A J-431A J-158 J-415A J-431 J-415B J-77 J-402A J-422 J-380 J-459 J-423A J-754 J-934 J-903A J-238 J-539 J-479 J-856 J-126 J-223 J-180 J-185A
J-748 20.000000 J-581 239.802903 J-750 20.000000 J-351 20.000000 J-195 20.000000 WELL-2E 3.736669 0.012000 J-354A 20.000000 J-355 20.000000 J-459 310.140000 J-757 10.000000 J-611 10.000000 J-611 10.000000 J-598 10.000000 JCT-28 10.000000 J-585 10.000000 J-572B 10.000000 J-591 10.000000 J-591A 10.000000 J-598 10.000000 J-5A 10.000000 J-673 10.000000 J-654A 10.000000 J-18 10.000000 J-25 10.000000 J-653A 10.000000 J-563A 10.000000 J-571 10.000000 J-571B 10.000000 J-288 10.000000 J-290A 10.000000 J-15A 10.000000 J-328A 10.000000 J-314 10.000000 J-27 10.000000 J-321 10.000000 J-647A 10.000000 J-40 10.000000 J-40C 10.000000 J-42 10.000000 J-647B 10.000000 J-61 10.000000 J-58 10.000000 J-40 10.000000 J-54 10.000000 J-54B 10.000000 J-624A 10.000000 J-899 10.000000 J-324 10.000000 J-31 10.000000 J-59 10.000000 J-59 10.000000 J-77 10.000000 J-83 10.000000 J-498 10.000000 J-734B 10.000000 J-734A 10.000000 J-766 10.000000 J-430 10.000000 J-431 10.000000 J-158A 10.000000 J-415 10.000000 J-432B 10.000000 J-415 10.000000 J-77B 10.000000 J-402 10.000000 J-422A 10.000000 J-380A 10.000000 J-459A 10.000000 J-423 10.000000 J-754A 10.000000 J-934A 10.000000 J-903 10.000000 JCT-64 134.625802 J-539A 10.000000 J-470 747.101643 J-856-STORAGE-NEW 3.189517 J-126A 20.000000 J-223A 20.000000 J-180A 20.000000 J-185 20.000000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 16 of 60
CDT-99 J-213A J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 J-5 U-100 J-170 U-101 J-164 U-102 J-169 U-103 J-165 U-104 J-168 U-105 J-166 U-106 J-167 U-11 J-12 U-110 J-84 U-112 J-82 U-113 J-761 U-114 J-188 U-118 J-87 U-121 J-185 U-122 J-88 U-125 J-96 U-129 J-99 U-13 J-11 U-131 J-180 U-141 J-213 U-142 J-212 U-147 J-195 U-15 J-15 U-150 J-198 U-153 J-199 U-155 J-204 U-156 J-203 U-158 J-206 U-16 J-25 U-160 J-209 U-161 J-217 U-165 J-324 U-167 J-323 U-17 J-18 U-171 J-321 U-172 J-317 U-176 J-314 U-177 J-312 U-18 J-24 U-181 J-310 U-184 J-305 U-186 J-304 U-191 J-290 U-193 J-293 U-195 J-295 U-196 J-296 U-197 J-297 U-199 J-300 U-20 J-27 U-200 J-301 U-201 J-286 U-202 J-275 U-203 J-285 U-204 J-283 U-206 J-288 U-207 J-283 U-208 J-282 U-211 J-281 U-213 J-280 U-214 J-278 U-22 J-647 U-220 J-275 U-221 J-269 U-227 J-244 U-228 J-247 U-231 J-248 U-232 J-249 U-233 J-267 U-237 J-242 U-239 J-238 U-240 J-235 U-242 J-233 U-244 J-235
J-213 J-693 J-561 J-575 J-920 J-879 J-565 J-169 J-165 J-168 J-166 J-167 J-167 J-171 J-11 J-83 J-83 J-104 J-82 J-88 J-87 J-96 J-102 J-102 J-7 J-99 J-212 J-209 J-198 J-11 J-199 J-204 J-203 J-206 J-208 J-18 J-208 J-218 J-323 J-317 J-15 J-317 J-312 J-312 J-310 J-25 J-305 J-304 J-300 J-293 J-295 J-296 J-297 J-300 J-301 J-24 J-286 J-285 J-285 J-284 J-284 J-284 J-282 J-281 J-280 J-278 J-279 J-36 J-268 J-268 J-247 J-248 J-249 J-269 J-268 J-238 J-249 JCT-64 J-235 J-208
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 17 of 60
U-245 J-232 U-249 J-226 U-25 J-36 U-251 J-225 U-253 J-223 U-254 J-218 U-256 J-222 U-259 J-266 U-26 J-33 U-260 J-261 U-261 J-260 U-262-NEW U-263 J-262 U-265 J-259 U-267 J-253 U-270 J-254 U-271 J-256 U-274 J-327 U-277 J-328 U-28 J-31 U-280 J-341 U-286 J-191 U-289 J-333 U-29 J-30 U-290 J-335 U-291 J-334 U-293 J-80 U-294 J-77 U-295 J-73 U-298 J-74 U-299 J-72 U-300 J-63 U-304 J-64 U-308 J-67A U-308A J-67A U-309 J-399 U-312 J-342 U-315 J-362 U-316 J-363 U-319 J-364 U-322 J-374 U-325 J-380 U-327 J-381 U-328 J-375 U-330 J-384 U-332 J-385 U-335 J-393 U-337 J-389 U-34 J-40 U-341 J-388 U-344 J-396 U-345 J-399 U-346 J-368 U-347 J-367 U-348 J-368 U-35 J-760 U-351 J-369 U-352 J-175 U-353 J-174 U-354 J-160 U-357 J-176 U-358 J-179 U-364 J-354 U-364A J-354A U-366 J-351 U-37 J-42 U-372 J-348 U-373 J-359 U-376 J-343 U-379 J-402 U-38 J-760 U-382 J-405 U-385 J-407 U-386 J-409 U-388 J-415 U-390 J-414 U-391 J-416 U-392 J-410 U-394 J-412 U-397 J-422
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 18 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 19 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 20 of 60
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200.273295 148.594847 49.561042 102.267140 30.317058 268.057706 13.044250 99.087173 234.670036 135.045984 9.516475 0.012000 67.132000 62.711895 188.619000 60.466000 85.040000 J-444-WEIR 50.523660 90.186317 77.439613 75.082174 150.073886 26.350000 110.721000 105.424371 148.391747 45.776686 64.501000 141.654000 112.895166 119.861502 164.402803 133.463525 111.672974 60.431133 79.782000 114.570000 145.096940 167.370469 204.358222 169.840833 147.960587 79.371361 301.130004 124.553364 253.905331 123.698870 238.260013 22.916023 299.930008 20.758114 120.226478 246.633911 161.660783 100.543000 202.386623 31.135912 174.900083 124.680116 255.401000 104.604813 204.656311 215.728497 205.683233 176.523501 22.985667 104.460123 J-799-WEIR-EAC 439.063000 37.455452 63.198000 139.534000 116.898590 25.543000 114.392000 252.309915 41.664635 203.983000 304.514017 145.533505
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 4.560000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 1.500000 69.006000 0.012000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 5.400000 0.012000 0.000000 5.400000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 33.973000 0.012000 0.012000 -0.388000 0.012000 0.066000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.500000 0.012000 0.500000 4.940000 0.012000 4.960000 4.590000 0.012000 4.790000 4.830000 0.012000 0.000000 0.561000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000
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2015 H&H “Control” Model Input Report Page - 21 of 60
U-854 J-888 U-856 J-891 U-858 J-892 U-860 J-894 U-863 J-896 U-864 J-902 U-865 J-750 U-866 J-749 U-867 J-910 U-868 J-912 U-869 J-271 U-871 J-918 U-872 J-917 U-874-NEW U-875 J-557 U-878 J-951 U-879 J-953 U-88 J-132 U-880 J-954 U-885 J-561 U-90 J-131 U-91 J-130 U-92 J-129 U-96 J-162 U-97 J-161 U-98 J-163 U-99 J-163
J-889 78.175329 J-892 42.934352 J-894 159.383056 J-896 297.241111 J-934 137.292330 J-903 44.770000 J-903 194.109000 J-750 127.670376 J-909 124.052332 J-911 163.961846 J-913 127.382000 J-919 157.167775 J-918 30.738630 J-692-WEIR J-693 J-920 155.542006 J-953 221.123982 J-954 234.697614 J-130 73.318945 J-555 48.516918 J-920 35.292539 J-130 120.405207 J-129 132.406683 J-118 51.239000 J-161 151.546587 J-131 157.664794 J-162 10.096281 J-164 145.234247
0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 -0.298000 -0.388000 0.012000 0.000000 -0.388000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 -0.060000 0.440000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 39.795000 0.012000 0.000000 0.000000 0.012000 4.948000 0.000000 0.000000 0.000000 0.012000 1.000000 1.000000 0.000000 0.000000 0.012000 1.000000 1.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 1.000000 1.400000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.560000 0.560000 0.000000 0.000000 0.012000 1.560000 1.560000 0.000000 0.000000 0.012000 1.560000 2.560000 0.000000 0.000000 0.012000 1.560000 1.560000 0.000000 0.000000 0.012000 1.560000 1.560000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000
[PUMPS] PS-HC1-LAG PS-HC1-LEAD
J-856-STORAGE-NEW JCT-46 J-856-STORAGE-NEW JCT-46
PS-HC1 PS-HC1
ON ON
0.000000 0.000000 0.000000
0.000000
0.000000 0.000000
8.000000 5.000000 8.000000 5.000000
[ORIFICES] [WEIRS] W-WELL3D-NEW J-566 J-566-WEIR TRANSVERSE W-WELL4-11-NEW J-692-WEIR J-692 TRANSVERSE W-WELL6A-NEW J-268 J-268-WEIR TRANSVERSE W-WELL6D-NEW J-284 J-284-WEIR TRANSVERSE W-WELL7D-NEW J-444-WEIR J-444 TRANSVERSE W1-10-NEW JCT-28 JCT-28-WEIR TRANSVERSE W1-26-NEW JCT-26 JCT-26-WEIR TRANSVERSE W3-56-NEW J-673 JCT-30 TRANSVERSE 4.000000 W5-2-NEW JCT-32 JCT-32-WEIR TRANSVERSE 3.547000 W6A-26-NEW J-261 J-261-WEIR TRANSVERSE WA-10 JCT-24 J-884 TRANSVERSE 4.500000 3.330000 WA-4-NEW J-539-WEIR J-539A TRANSVERSE 4.500000 WEIR-11 J-745A J-191A TRANSVERSE 6.000000 0.750000 WEIR-13 J-748A J-341A TRANSVERSE 6.000000 0.750000 WEIR-15 J-750A J-351A TRANSVERSE 6.000000 0.750000 WEIR-17 J-902 J-354B TRANSVERSE 5.500000 0.750000 WEIR-19 J-355A J-359 TRANSVERSE 5.500000 0.750000 WEIR-21 J-596A J-611A TRANSVERSE 8.660000 0.750000 WEIR-23 J-611B J-598B TRANSVERSE 6.336000 0.750000 WEIR-25 J-585B J-572A TRANSVERSE 6.960000 0.750000 WEIR-27 J-591B J-572B TRANSVERSE 8.860000 0.750000 WEIR-29 J-591A J-598A TRANSVERSE 8.960000 0.750000 WEIR-3 J-223A J-180A TRANSVERSE 6.000000 0.750000 WEIR-31 J-5A J-673A TRANSVERSE 7.360000 0.750000 WEIR-33 J-19A J-654A TRANSVERSE 5.860000 0.750000 WEIR-35 J-25A J-653A TRANSVERSE 6.160000 0.750000 WEIR-37 J-571A J-563A TRANSVERSE 6.260000 0.750000 WEIR-39 J-571B J-288A TRANSVERSE 5.860000 0.750000 WEIR-41 J-15A J-290A TRANSVERSE 6.360000 0.750000 WEIR-43 J-328A J-314A TRANSVERSE 6.460000 0.750000 WEIR-45 J-27A J-321A TRANSVERSE 6.220000 0.750000 WEIR-47 J-647A J-40B TRANSVERSE 6.360000 0.750000 WEIR-49 J-40C J-54A TRANSVERSE 5.460000 0.750000 WEIR-5 J-180A J-126A TRANSVERSE 6.000000 0.750000 WEIR-51 J-54B J-42A TRANSVERSE 6.760000 0.750000 WEIR-53 J-647B J-61A TRANSVERSE 0.000000 0.750000 WEIR-55 J-40A J-58A TRANSVERSE 6.760000 0.750000 WEIR-57 J-624A J-899A TRANSVERSE 5.660000 0.750000 WEIR-59 J-31A J-59A TRANSVERSE 5.660000 0.750000 WEIR-61 J-324A J-59B TRANSVERSE 6.160000 0.750000 WEIR-63 J-83A J-77A TRANSVERSE 0.000000 0.750000 WEIR-65 J-734B J-498A TRANSVERSE 7.060000 0.750000 WEIR-67 J-734A J-766A TRANSVERSE 5.460000 0.750000 WEIR-69 J-431A J-430A TRANSVERSE 5.960000 0.750000 WEIR-7 J-213A J-185A TRANSVERSE 6.000000 0.750000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.700000 5.700000 6.700000 6.700000 6.700000 4.000000 5.400000 3.300000 3.330000 4.500000 NO 3.330000 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
3.330000 3.330000 3.330000 3.330000 3.330000 3.330000 3.330000 NO NO 3.330000 0 NO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NO NO NO NO NO NO NO 0 0 NO 0.000000 0 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0 0 0 0 0 0 0 0.000000 0.000000 0 YES 0.000000 NO NO NO YES NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO YES NO YES NO NO NO NO
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 YES YES 0.000000
YES YES YES YES YES YES YES
YES
YES
2015 H&H “Control” Model Input Report Page - 22 of 60
WEIR-71 J-158A J-415A WEIR-73 J-432B J-415B WEIR-75 J-402A J-77B WEIR-77 J-423A J-459A WEIR-79 J-422A J-459A WEIR-81 J-380A J-422A WEIR-83 J-754A J-934A WEIR-85 J-934A J-903A WEIR-87 J-754A J-903A WEIR-9 J-195A J-188A WEIR-J-748 J-748 WEIR-J-754-STANTECT NO WEIR-J-799-EAC J-799
TRANSVERSE 6.960000 TRANSVERSE 7.060000 TRANSVERSE 6.660000 TRANSVERSE 6.560000 TRANSVERSE 6.660000 TRANSVERSE 6.860000 TRANSVERSE 5.560000 TRANSVERSE 5.560000 TRANSVERSE 5.560000 TRANSVERSE 6.000000 J-748-WEIR-STANTEC J-754-WEIR-STANTEC J-799-WEIR-EAC
0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 TRANSVERSE 1.000000 J-752 TRANSVERSE
TRANSVERSE
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.750000 1.000000
2.500000 0.750000 NO
YES NO NO NO NO NO NO NO NO NO NO 0 0.750000 NO 0
0.000000 NO 0 0.000000
0.000000 YES
[OUTLETS] CDT-19 J-444 OFALL-10 0.000000 TABULAR/HEAD 7-D NO CDT-21 J-412 OFALL-12 0.000000 TABULAR/HEAD 7-C NO CDT-23 J-139 OFALL-14 0.000000 TABULAR/HEAD 8-B NO CDT-25 J-118 OFALL-16 0.000000 TABULAR/HEAD 8-C NO CDT-27 J-102 OFALL-18 0.000000 TABULAR/HEAD 8-A NO CDT-29 J-72 OFALL-20 0.000000 TABULAR/HEAD 7-A NO CDT-31 J-235 OFALL-26 0.000000 TABULAR/HEAD 6-C NO CDT-33 J-268-WEIR OFALL-22 0.000000 TABULAR/HEAD 6-A NO CDT-35 J-284-WEIR OFALL-24 0.000000 TABULAR/HEAD STDWELL NO CDT-37 J-312 OFALL-28 0.000000 TABULAR/HEAD STDWELLX2 NO CDT-39 J-11 OFALL-32 0.000000 TABULAR/HEAD 3-C NO CDT-41 J-566 OFALL-30 0.000000 TABULAR/HEAD STDWELL NO CDT-43 J-650 OFALL-34 0.000000 TABULAR/HEAD 3-B NO CDT-45 J-626 OFALL-36 0.000000 TABULAR/HEAD 3-A NO CDT-47 J-692 OFALL-38 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-49 J-603 OFALL-40 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-51 J-577 OFALL-42 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-53 J-702 OFALL-44 0.000000 TABULAR/HEAD 5-15 NO CDT-55 J-792 OFALL-46 0.000000 TABULAR/HEAD STDWELL NO CDT-57 J-772 OFALL-50 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-59 J-780 OFALL-48 0.000000 TABULAR/HEAD 2C-ENID NO CDT-61 J-736 OFALL-52 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-63 J-721 OFALL-54 0.000000 TABULAR/HEAD S13W NO J33A_OUTFALL J-33 J-33A 0.000000 TABULAR/HEAD S-20 NO J567_OUTFALL J-567 J-567A 0.000000 TABULAR/HEAD S-20 NO U-331 J-385 J-386 0.000000 TABULAR/HEAD 7-B NO W-ENID-DRIVE J-754-WEIR-STANTEC WELL-W-ENID-DR 0.000000 TABULAR/DEPTH W-ENID-DRIVE_STDWELLX2 WELL-W-MCINTYRE J-748-WEIR-STANTEC OFALL-66 0.000000 TABULAR/HEAD WELL-W-MCINTYRE_STDWELLX2 NO [XSECTIONS] C-WELL3W FORCE_MAIN C-WELL4E FORCE_MAIN CDT-101 CIRCULAR 3.000000 CDT-103 CIRCULAR 3.000000 CDT-105 CIRCULAR 3.000000 CDT-107 CIRCULAR 3.000000 CDT-109 CIRCULAR 3.000000 CDT-11 CIRCULAR 1.066000 CDT-111 CIRCULAR 3.000000 CDT-113 CIRCULAR 3.000000 CDT-115 CIRCULAR 4.000000 CDT-121 CIRCULAR 3.000000 CDT-123 CIRCULAR 3.000000 CDT-125 CIRCULAR 4.000000 CDT-171 CIRCULAR 4.000000 CDT-173 CIRCULAR 4.000000 CDT-175 CIRCULAR 4.000000 CDT-177 CIRCULAR 4.000000 CDT-179 CIRCULAR 4.000000 CDT-181 CIRCULAR 4.000000 CDT-183 CIRCULAR 4.000000 CDT-185 CIRCULAR 4.000000 CDT-187 CIRCULAR 4.000000 CDT-189 CIRCULAR 4.000000 CDT-191 CIRCULAR 4.000000 CDT-193 CIRCULAR 4.000000 CDT-195 CIRCULAR 4.000000 CDT-197 CIRCULAR 4.000000 CDT-199 CIRCULAR 4.000000 CDT-201 CIRCULAR 4.000000 CDT-205 CIRCULAR 4.000000 CDT-207 CIRCULAR 4.000000 CDT-209 CIRCULAR 4.000000 CDT-211 CIRCULAR 4.000000
1.066000 2.400000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
120.000000 120.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.000000 0.000000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.000000 1 0.000000 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NO
0 0
2015 H&H “Control” Model Input Report Page - 23 of 60
CDT-213 CIRCULAR CDT-215 CIRCULAR CDT-217 CIRCULAR CDT-219 CIRCULAR CDT-221 CIRCULAR CDT-223 CIRCULAR CDT-225 CIRCULAR CDT-227 CIRCULAR CDT-229 CIRCULAR CDT-231 CIRCULAR CDT-233 CIRCULAR CDT-235 CIRCULAR CDT-237 CIRCULAR CDT-239 CIRCULAR CDT-241 CIRCULAR CDT-243 CIRCULAR CDT-245 CIRCULAR CDT-247 CIRCULAR CDT-249 CIRCULAR CDT-251 CIRCULAR CDT-253 CIRCULAR CDT-255 CIRCULAR CDT-257 CIRCULAR CDT-259 CIRCULAR CDT-261 CIRCULAR CDT-263 CIRCULAR CDT-265 CIRCULAR CDT-267 CIRCULAR CDT-269 CIRCULAR CDT-271 CIRCULAR CDT-273 CIRCULAR CDT-275 CIRCULAR CDT-277 CIRCULAR CDT-279 CIRCULAR CDT-281 CIRCULAR CDT-283 CIRCULAR CDT-285 CIRCULAR CDT-287 CIRCULAR CDT-289 CIRCULAR CDT-291 CIRCULAR CDT-293 CIRCULAR CDT-295 CIRCULAR CDT-297 CIRCULAR CDT-299 CIRCULAR CDT-439 CIRCULAR CDT-525 CIRCULAR CDT-539 CIRCULAR CDT-87 CIRCULAR CDT-91 CIRCULAR CDT-93 CIRCULAR CDT-95 CIRCULAR CDT-97 CIRCULAR CDT-99 CIRCULAR J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 CIRCULAR U-100 CIRCULAR U-101 CIRCULAR U-102 CIRCULAR U-103 CIRCULAR U-104 CIRCULAR U-105 CIRCULAR U-106 CIRCULAR U-11 CIRCULAR U-110 CIRCULAR U-112 CIRCULAR U-113 CIRCULAR U-114 CIRCULAR U-118 CIRCULAR U-121 CIRCULAR U-122 CIRCULAR U-125 CIRCULAR U-129 CIRCULAR U-13 CIRCULAR U-131 CIRCULAR U-141 CIRCULAR U-142 CIRCULAR
4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 4.000000 2.000000 2.000000 4.000000 3.000000 3.000000 3.000000 3.000000 3.000000 3.000000 3.000000 CIRCULAR CIRCULAR CIRCULAR CIRCULAR CIRCULAR 2.400000 1.333000 1.333000 1.333000 1.333000 0.833000 1.500000 1.600000 2.000000 1.600000 1.600000 1.200000 1.600000 1.200000 1.600000 1.600000 2.000000 1.200000 1.600000 1.200000 1.200000 1.200000
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.800000 2.400000 2.400000 2.400000 2.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.000000 0.000000 0.000000 0.000000 0.000000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 0
2015 H&H “Control” Model Input Report Page - 24 of 60
U-147 CIRCULAR U-15 CIRCULAR U-150 CIRCULAR U-153 CIRCULAR U-155 CIRCULAR U-156 CIRCULAR U-158 CIRCULAR U-16 CIRCULAR U-160 CIRCULAR U-161 CIRCULAR U-165 CIRCULAR U-167 CIRCULAR U-17 CIRCULAR U-171 CIRCULAR U-172 CIRCULAR U-176 CIRCULAR U-177 CIRCULAR U-18 CIRCULAR U-181 CIRCULAR U-184 CIRCULAR U-186 CIRCULAR U-191 CIRCULAR U-193 CIRCULAR U-195 CIRCULAR U-196 CIRCULAR U-197 CIRCULAR U-199 CIRCULAR U-20 CIRCULAR U-200 CIRCULAR U-201 CIRCULAR U-202 CIRCULAR U-203 CIRCULAR U-204 CIRCULAR U-206 CIRCULAR U-207 CIRCULAR U-208 CIRCULAR U-211 CIRCULAR U-213 CIRCULAR U-214 CIRCULAR U-22 CIRCULAR U-220 CIRCULAR U-221 CIRCULAR U-227 CIRCULAR U-228 CIRCULAR U-231 CIRCULAR U-232 CIRCULAR U-233 CIRCULAR U-237 CIRCULAR U-239 CIRCULAR U-240 CIRCULAR U-242 CIRCULAR U-244 CIRCULAR U-245 CIRCULAR U-249 CIRCULAR U-25 CIRCULAR U-251 CIRCULAR U-253 CIRCULAR U-254 CIRCULAR U-256 CIRCULAR U-259 CIRCULAR U-26 CIRCULAR U-260 CIRCULAR U-261 CIRCULAR U-262-NEW U-263 CIRCULAR U-265 CIRCULAR U-267 CIRCULAR U-270 CIRCULAR U-271 CIRCULAR U-274 CIRCULAR U-277 CIRCULAR U-28 CIRCULAR U-280 CIRCULAR U-286 CIRCULAR U-289 CIRCULAR U-29 CIRCULAR U-290 CIRCULAR U-291 CIRCULAR U-293 CIRCULAR U-294 CIRCULAR
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 25 of 60
U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 26 of 60
U-443 CIRCULAR U-445 CIRCULAR U-447 CIRCULAR U-448 CIRCULAR U-449 CIRCULAR U-45 CIRCULAR U-450 CIRCULAR U-451 CIRCULAR U-452 CIRCULAR U-454 CIRCULAR U-456 CIRCULAR U-463 CIRCULAR U-464 CIRCULAR U-466 CIRCULAR U-468 CIRCULAR U-468-NEW U-469 CIRCULAR U-47 CIRCULAR U-48 CIRCULAR U-481 CIRCULAR U-483 CIRCULAR U-486 CIRCULAR U-489 CIRCULAR U-492 CIRCULAR U-495 CIRCULAR U-496 CIRCULAR U-497 CIRCULAR U-498 CIRCULAR U-5 CIRCULAR U-50 CIRCULAR U-500 CIRCULAR U-501 CIRCULAR U-502 CIRCULAR U-503 CIRCULAR U-507 CIRCULAR U-509 CIRCULAR U-513 CIRCULAR U-514 CIRCULAR U-518-NEW U-519-NEW U-522 CIRCULAR U-523 CIRCULAR U-524-NEW U-525 CIRCULAR U-526 CIRCULAR U-527 CIRCULAR U-53 CIRCULAR U-530 CIRCULAR U-531 CIRCULAR U-533 CIRCULAR U-534-NEW U-537 CIRCULAR U-538 CIRCULAR U-54 CIRCULAR U-543 CIRCULAR U-545 CIRCULAR U-547 CIRCULAR U-548 CIRCULAR U-549 CIRCULAR U-55 CIRCULAR U-550 CIRCULAR U-555 CIRCULAR U-557 CIRCULAR U-559 CIRCULAR U-56 CIRCULAR U-562 CIRCULAR U-565 CIRCULAR U-568 CIRCULAR U-569 CIRCULAR U-570 CIRCULAR U-572 CIRCULAR U-573 CIRCULAR U-574 CIRCULAR U-575 CIRCULAR U-580 CIRCULAR U-583 CIRCULAR U-584 CIRCULAR U-587 CIRCULAR U-589 CIRCULAR U-59 CIRCULAR
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 28 of 60
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2015 H&H “Control” Model Input Report Page - 29 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 30 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 31 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2015 H&H “Control” Model Input Report Page - 33 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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U-718 0.000000 U-719 0.000000 U-720 0.000000 U-721-NEW U-725 0.000000 U-727 0.000000 U-729 0.000000 U-73 0.000000 U-731 0.000000 U-732 0.000000 U-734 0.000000 U-736 0.000000 U-738 0.000000 U-74 0.000000 U-740 0.000000 U-741 0.000000 U-743 0.000000 U-745 0.000000 U-747 0.000000 U-749 0.000000 U-75 0.000000 U-751 0.000000 U-753 0.000000 U-755 0.000000 U-763 0.000000 U-766 0.000000 U-769 0.000000 U-77 0.000000 U-772 0.000000 U-775 0.000000 U-778 0.000000 U-783 0.000000 U-786 0.000000 U-789 0.000000 U-792 0.000000 U-795 0.000000 U-796 0.000000 U-8 0.000000 U-801 0.000000 U-804 0.000000 U-807 0.000000 U-81 0.000000 U-810 0.000000 U-811 0.000000 U-815 0.000000 U-816 0.000000 U-82 0.000000 U-820 0.000000 U-823 0.000000 U-826 0.000000 U-829 0.000000 U-83 0.000000 U-832 0.000000 U-833 0.000000 U-834-EAC U-835 0.000000 U-837 0.000000 U-838 0.000000 U-839 0.000000 U-840 0.000000 U-841 0.000000 U-842 0.000000 U-846 0.000000 U-847 0.000000 U-848 0.000000 U-851 0.000000 U-852 0.000000 U-854 0.000000 U-856 0.000000 U-858 0.000000 U-860 0.000000 U-863 0.000000 U-864 0.000000 U-865 0.000000 U-866 0.000000 U-867 0.000000 U-868 0.000000 U-869 0.000000 U-871 0.000000 U-872 0.000000
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.000000 0.000000 0.000000 NO 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 NO 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
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U-874-NEW U-875 0.000000 U-878 0.000000 U-879 0.000000 U-88 0.000000 U-880 0.000000 U-885 0.000000 U-90 0.000000 U-91 0.000000 U-92 0.000000 U-96 0.000000 U-97 0.000000 U-98 0.000000 U-99 0.000000
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0.000000 NO NO NO NO NO NO NO NO NO NO NO NO NO
[LANDUSES] 5410 0.000000 5710 0.000000 3300 0.000000 1850 0.000000 5430 0.000000 8140 0.000000 1810 0.000000 1210 0.000000 1340 0.000000 1330 0.000000 5300 0.000000 1411 0.000000 1710 0.000000 1310 0.000000 1400 0.000000 1700 0.000000 6120 0.000000 4200 0.000000 4370 0.000000
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[COVERAGES] SUB-11856 SUB-11856 SUB-11856 SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11932 SUB-11932 SUB-11936 SUB-11936 SUB-11936 SUB-11936 SUB-11944 SUB-11944 SUB-11948 SUB-11950 SUB-11950 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11968 SUB-11968 SUB-11970 SUB-11970 SUB-11970 SUB-11972 SUB-11978 SUB-11978 SUB-11984 SUB-11984 SUB-11986 SUB-11986 SUB-11986 SUB-11988 SUB-11988
8140 1411 4200 1850 1340 1210 1210 1210 8140 1850 1411 8140 1850 1310 1210 5410 1210 1210 8140 1850 1310 1210 1210 1210 1411 1850 8140 1850 1310 1210 5410 1210 1210 1710 1210 1411 1850 1210 1710
40.616910 4.511578 49.387834 5.483678 100.000000 100.000000 100.000000 100.000000 12.106676 86.828336 1.064988 56.473568 42.477130 0.217946 0.831356 0.025548 99.974452 100.000000 47.558289 47.236975 5.204736 100.000000 100.000000 33.970231 0.002366 66.027403 41.574475 54.243106 4.182419 100.000000 0.042034 99.957966 99.716662 0.283338 79.015380 11.112245 9.872375 96.489306 3.510694
NO 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
[CONTROLS] [POLLUTANTS]
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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SUB-11990 SUB-11990 SUB-11994 SUB-11998 SUB-11998 SUB-12004 SUB-12010 SUB-12014 SUB-12016 SUB-12016 SUB-12024 SUB-12024 SUB-12036 SUB-12036 SUB-12044 SUB-12044 SUB-12046 SUB-12048 SUB-12048 SUB-12052 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12068 SUB-12072 SUB-12084 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12100 SUB-12110 SUB-12110 SUB-12112 SUB-12112 SUB-12116 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154 SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12206 SUB-12208 SUB-12208 SUB-12210 SUB-12212 SUB-12212 SUB-12214
1210 1710 1210 1210 1710 1210 1210 1340 5410 1210 5410 1210 1210 1710 1340 5300 1210 1210 1710 5410 1210 1210 1210 1210 1411 1210 5410 1210 1210 1210 5410 1210 5410 1210 5410 1210 5410 1210 1210 1210 1210 1210 1210 5410 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1411 1210 1411 1210 1210 1710 1210
99.770376 0.229624 100.000000 99.788034 0.211966 100.000000 100.000000 100.000000 0.002266 99.997734 1.051186 98.948814 96.944519 3.055481 99.931291 0.068709 100.000000 84.559196 15.440804 0.213765 99.786235 100.000000 100.000000 99.147002 0.852962 100.000000 0.015244 99.984756 100.000000 100.000000 0.025892 99.974108 0.051794 99.948209 0.010472 99.989528 0.000006 99.999994 100.000000 100.000000 100.000000 100.000000 100.000000 0.012120 99.987830 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 98.774416 1.225584 95.195029 4.805011 100.000000 88.318024 11.681976 95.753648
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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SUB-12214 SUB-12216 SUB-12216 SUB-12218 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12284 SUB-12284 SUB-12286 SUB-12286 SUB-12286 SUB-12288 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12310 SUB-12310 SUB-12310 SUB-12312 SUB-12314 SUB-12314 SUB-12314 SUB-12316 SUB-12316 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12340 SUB-12344 SUB-12346 SUB-12346 SUB-12348 SUB-12348 SUB-12350 SUB-12350
1710 1210 1411 1210 1411 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1411 1400 1210 1850 1411 1210 1850 1210 1210 1210 1210 1210 1210 1210 1400 1210 1210 1210 1400 1700 1411 1210 1210 1700 1340 1210 1400 1340 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1340 1210 8140 1210 1210 1340 1210 1340
4.246352 75.070965 24.929035 76.930915 23.069085 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 81.905154 11.158669 6.936177 37.374899 48.655260 13.969841 18.582824 81.417176 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 91.891638 8.108362 100.000000 100.000000 55.390112 4.753572 25.745064 14.111252 100.000000 62.141242 36.953283 0.905474 64.501601 33.623904 1.874495 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 89.622166 10.377834 100.000000 0.022784 99.977216 93.604633 6.395367 93.715474 6.284526
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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SUB-12352 SUB-12354 SUB-12356 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12364 SUB-12366 SUB-12366 SUB-12366 SUB-12368 SUB-12368 SUB-12368 SUB-12372 SUB-12372 SUB-12374 SUB-12376 SUB-12380 SUB-12382 SUB-12382 SUB-12382 SUB-12386 SUB-12386 SUB-12386 SUB-12386 SUB-12388 SUB-12388 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12424 SUB-12424 SUB-12428 SUB-12428 SUB-12428 SUB-12430 SUB-12430 SUB-12430 SUB-12432 SUB-12434 SUB-12434 SUB-12434 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12444 SUB-12444 SUB-12444 SUB-12446 SUB-12446 SUB-12446 SUB-12446 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12454 SUB-12456 SUB-12456 SUB-12458 SUB-12458
1210 1210 1210 1340 1210 1210 1310 1210 1340 1310 1210 8140 1400 1411 8140 1340 1340 1340 1340 8140 1340 1400 8140 1340 1411 1310 8140 1340 1411 1340 1340 1340 1340 1340 1340 1340 1340 1340 1340 1340 1340 8140 1340 1411 8140 1210 1340 8140 1210 1340 1210 8140 1210 1340 1330 1210 1210 8140 1411 1340 1400 8140 1850 1210 1411 1340 1210 1210 1210 1210 1710 1210 1710 1210 1411
100.000000 100.000000 92.793257 7.206743 100.000000 100.000000 37.995792 62.004208 0.023229 18.204576 81.772195 82.556089 8.127206 9.316705 12.418480 87.581520 100.000000 100.000000 100.000000 93.609512 1.039116 5.351373 92.009175 6.238746 1.355893 0.396187 90.467914 6.482008 3.050077 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 85.386934 12.810336 1.802731 88.197707 2.932338 8.869956 51.045701 35.294909 13.659390 100.000000 53.330221 43.629336 1.143717 1.896730 100.000000 100.000000 93.875337 0.223198 4.131903 1.769563 86.467161 0.111743 8.060081 4.990660 0.370355 100.000000 100.000000 100.000000 86.514099 13.485901 87.935771 12.064229 76.399801 23.600199
[COND_QUALITY] [BUILDUP]
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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[WASHOFF] [TREATMENT] [DWF] [LOADINGS] [CURVES] 02WELLS 02WELLS 02WELLS 02WELLS 02WELLS 04WELLS 04WELLS 04WELLS 04WELLS 04WELLS 06WELLS 06WELLS 06WELLS 06WELLS 06WELLS 08WELLS 08WELLS 08WELLS 08WELLS 08WELLS 10WELLS 10WELLS 10WELLS 10WELLS 10WELLS 1W 1W 1W 1W 1W 1W 1W 1W-ENID 1W-ENID 1W-ENID 1W-ENID 1W-ENID 2C-ENID 2C-ENID 2C-ENID 2C-ENID 2C-ENID 2E 2E 2E 2E 2E 2E 2E 3-A 3-A 3-A 3-A 3-A 3-B 3-B 3-B 3-B 3-B 3-C 3-C 3-C 3-C 3-C 3-D 3-D 3-D 3-D 3-D 3W 3W
PUMP3 0.000000 22.000000 1.000000 22.000000 2.000000 22.000000 3.000000 22.000000 4.000000 22.000000 PUMP3 0.000000 44.000000 1.000000 44.000000 2.000000 44.000000 3.000000 44.000000 4.000000 44.000000 PUMP3 0.000000 65.000000 1.000000 65.000000 2.000000 65.000000 3.000000 65.000000 4.000000 65.000000 PUMP3 0.000000 88.000000 1.000000 88.000000 2.000000 88.000000 3.000000 88.000000 4.000000 88.000000 PUMP3 0.000000 60.000000 1.000000 60.000000 2.000000 60.000000 3.000000 60.000000 4.000000 60.000000 RATING 0.000000 0.000000 0.250000 0.544000 0.500000 1.089000 1.000000 2.178000 2.000000 4.356000 3.000000 6.534000 4.000000 8.711000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 10.000000 2.841000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 10.000000 2.841000 RATING 0.000000 0.000000 0.250000 0.521000 0.500000 1.042000 1.000000 2.083000 2.000000 4.166000 3.000000 6.250000 4.000000 8.333000 RATING 0.000000 0.000000 0.250000 0.303000 0.500000 0.606000 1.000000 1.212000 10.000000 1.212000 RATING 0.000000 0.000000 0.250000 0.156000 0.500000 0.312000 1.000000 0.625000 10.000000 0.625000 RATING 0.000000 0.000000 0.250000 0.568000 0.500000 1.136000 1.000000 2.273000 10.000000 2.273000 RATING 0.000000 0.000000 0.250000 0.237000 0.500000 0.473000 1.000000 0.947000 10.000000 0.947000 RATING 0.000000 0.000000 0.250000 0.710000
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3W 3W 3W 3W 3W 4-11 4-11 4-11 4-11 4-11 4-11 4E 4E 4E 4E 4E 4E 5-15 5-15 5-15 5-15 6-A 6-A 6-A 6-A 6-B 6-B 6-B 6-B 6-B 6-B 6-B 6-C 6-C 6-C 6-C 6-C 6-D 6-D 6-D 6-D 7-A 7-A 7-A 7-A 7-A 7-B 7-B 7-B 7-B 7-B 7-C 7-C 7-C 7-C 7-C 7-D 7-D 7-D 7-D 8-A 8-A 8-A 8-A 8-B 8-B 8-B 8-B 8-C 8-C 8-C 8-C C-TIDE C-TIDE C-TIDE C-TIDE C-TIDE C-TIDE C-TIDE C-TIDE
0.500000 1.420000 1.000000 2.841000 2.000000 5.681000 3.000000 8.522000 4.000000 11.363000 RATING 0.000000 0.000000 0.500000 0.920000 1.000000 1.800000 2.000000 3.550000 3.000000 5.050000 4.000000 5.990000 RATING 0.000000 0.000000 0.500000 3.930000 1.000000 7.700000 2.000000 15.230000 3.000000 21.650000 4.000000 25.660000 RATING 0.000000 0.000000 0.500000 1.670000 1.000000 3.300000 10.000000 3.300000 RATING 0.000000 0.000000 0.500000 0.983000 1.000000 1.952000 10.000000 1.952000 RATING 0.000000 0.000000 0.250000 0.568000 0.500000 1.136000 1.000000 2.273000 2.000000 4.545000 3.000000 6.818000 4.000000 9.090000 RATING 0.000000 0.000000 0.250000 0.568000 0.500000 1.136000 1.000000 2.273000 10.000000 2.273000 RATING 0.000000 0.000000 0.500000 1.965000 1.000000 3.850000 10.000000 3.850000 RATING 0.000000 0.000000 0.250000 0.360000 0.500000 0.720000 1.000000 1.439000 10.000000 1.439000 RATING 0.000000 0.000000 0.250000 0.426000 0.500000 0.852000 1.000000 1.704000 10.000000 1.704000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 10.000000 2.841000 RATING 0.000000 0.000000 0.500000 2.360000 1.000000 4.620000 10.000000 4.620000 RATING 0.000000 0.000000 0.500000 1.050000 1.000000 2.055000 10.000000 2.055000 RATING 0.000000 0.000000 0.500000 0.720000 1.000000 1.410000 10.000000 1.410000 RATING 0.000000 0.000000 0.500000 1.965000 1.000000 3.850000 10.000000 3.850000 TIDAL 0.000000 -0.960000 1.000000 -0.960000 2.000000 -1.200000 3.000000 -1.340000 4.000000 -1.110000 5.000000 -0.680000 6.000000 -0.260000 7.000000 0.140000
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C-TIDE 8.000000 0.500000 C-TIDE 9.000000 0.603000 C-TIDE 10.000000 0.480000 C-TIDE 11.000000 0.120000 C-TIDE 12.000000 -0.200000 C-TIDE 13.000000 -0.510000 C-TIDE 14.000000 -0.750000 C-TIDE 15.000000 -0.852000 C-TIDE 16.000000 -0.717000 C-TIDE 17.000000 -0.420000 C-TIDE 18.000000 -0.090000 C-TIDE 19.000000 0.240000 C-TIDE 20.000000 0.510000 C-TIDE 21.000000 0.605000 C-TIDE 22.000000 0.470000 C-TIDE 23.000000 0.120000 C-TIDE 24.000000 -0.220000 C-TIDE 25.000000 -0.560000 C-TIDE 26.000000 -0.850000 C-TIDE 27.000000 -1.050000 C-TIDE 28.000000 -1.090000 C-TIDE 29.000000 -0.720000 C-TIDE 30.000000 -0.410000 C-TIDE 31.000000 -0.010000 C-TIDE 32.000000 0.340000 C-TIDE 33.000000 0.597000 C-TIDE 34.000000 0.631000 C-TIDE 35.000000 0.400000 C-TIDE 36.000000 0.080000 C-TIDE 37.000000 -0.190000 C-TIDE 38.000000 -0.500000 C-TIDE 39.000000 -0.660000 C-TIDE 40.000000 -0.770000 C-TIDE 41.000000 -0.630000 C-TIDE 42.000000 -0.400000 C-TIDE 43.000000 -0.120000 C-TIDE 44.000000 0.170000 C-TIDE 45.000000 0.380000 C-TIDE 46.000000 0.390000 C-TIDE 47.000000 0.190000 C-TIDE 48.000000 -0.140000 C-TIDE 49.000000 -0.470000 C-TIDE 50.000000 -0.770000 C-TIDE 51.000000 -1.050000 C-TIDE 52.000000 -1.220000 C-TIDE 53.000000 -1.200000 C-TIDE 54.000000 -0.876000 C-TIDE 55.000000 -0.498000 C-TIDE 56.000000 -0.104000 C-TIDE 57.000000 0.204000 C-TIDE 58.000000 0.388000 C-TIDE 59.000000 0.372000 C-TIDE 60.000000 0.134000 C-TIDE 61.000000 -0.138000 C-TIDE 62.000000 -0.434000 C-TIDE 63.000000 -0.716000 C-TIDE 64.000000 -0.916000 C-TIDE 65.000000 -0.995000 C-TIDE 66.000000 -0.842000 C-TIDE 67.000000 -0.572000 C-TIDE 68.000000 -0.310000 C-TIDE 69.000000 -0.030000 C-TIDE 70.000000 0.160000 C-TIDE 71.000000 0.210000 C-TIDE 72.000000 0.060000 INJECTION RATING 0.500000 1.120000 INJECTION 1.000000 2.230000 INJECTION 2.000000 4.460000 INJECTION 3.000000 6.700000 INJECTION 4.000000 8.930000 PROP-10W RATING 0.000000 0.000000 PROP-10W 1.000000 22.000000 PROP-10W 2.000000 44.000000 PROP-10W 3.000000 66.000000 PROP-2W RATING 0.000000 0.000000 PROP-2W 3.000000 17.000000 PROP-5W RATING 0.000000 0.000000 PROP-5W 1.000000 11.160000 PROP-5W 2.000000 22.320000 PROP-5W 3.000000 33.481000
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PS-HC1 PUMP3 0.000000 8.000000 PS-HC1 1.000000 8.000000 PS-HC1 2.000000 8.000000 PS-HC1 3.000000 8.000000 PS-OL1 PUMP3 0.000000 2.000000 PS-OL1 1.000000 2.000000 PS-OL1 2.000000 2.000000 PS-OL1 3.000000 2.000000 PS-OL1 16.000000 8.910000 S-20 RATING 0.000000 0.000000 S-20 0.500000 1.440000 S-20 1.000000 2.820000 S-20 10.000000 2.820000 S13W RATING 0.000000 0.000000 S13W 0.250000 0.710000 S13W 0.500000 1.420000 S13W 1.000000 2.841000 S13W 10.000000 2.841000 STD-2400GPM RATING 0.000000 0.000000 STD-2400GPM 0.500000 0.655000 STD-2400GPM 1.000000 1.285000 STDWELL RATING 0.000000 0.000000 STDWELL 0.850000 1.897000 STDWELLX2 RATING 0.000000 0.000000 STDWELLX2 0.850000 3.795000 STDWELLX2 10.000000 3.795000 WET-WELL STORAGE 1.000000 201.000000 WET-WELL 2.000000 201.000000 WET-WELL 3.000000 201.000000 WET-WELL 4.000000 201.000000 WET-WELL 5.000000 201.000000 WET-WELL 6.000000 201.000000 WET-WELL 7.000000 201.000000 WET-WELL 8.000000 201.000000 WET-WELL 9.000000 201.000000 WET-WELL 10.000000 201.000000 WET-WELL 11.000000 201.000000 WET-WELL 12.000000 201.000000 WET-WELL 13.000000 201.000000 WET-WELL 14.000000 201.000000 WET-WELL 15.000000 201.000000 WET-WELL 16.000000 201.000000 W-ENID-DRIVE_STDWELLX2 RATING 0.000000 0.000000 W-ENID-DRIVE_STDWELLX2 0.850000 3.795000 W-ENID-DRIVE_STDWELLX2 10.000000 3.795000 WELL-W-MCINTYRE_STDWELLX2 RATING 0.000000 0.000000 WELL-W-MCINTYRE_STDWELLX2 0.850000 3.795000 WELL-W-MCINTYRE_STDWELLX2 10.000000 3.795000
[TIMESERIES] 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
0 0.250000 0.500000 0.750000 1 1.250000 1.500000 1.750000 2 2.250000 2.500000 2.750000 3 3.250000 3.500000 3.750000 4 4.250000 4.500000 4.750000 5 5.250000 5.500000 5.750000 6 6.250000 6.500000 6.750000
0.000000 0.010000 0.020000 0.030000 0.040000 0.050000 0.050000 0.070000 0.070000 0.080000 0.090000 0.100000 0.110000 0.120000 0.130000 0.140000 0.140000 0.160000 0.160000 0.170000 0.180000 0.190000 0.200000 0.210000 0.220000 0.230000 0.240000 0.250000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
7 0.260000 7.250000 0.260000 7.500000 0.280000 7.750000 0.280000 8 0.290000 8.250000 0.300000 8.500000 0.310000 8.750000 0.320000 9 0.330000 9.250000 0.340000 9.500000 0.350000 9.750000 0.350000 10 0.370000 10.250000 10.500000 10.750000 11 0.400000 11.250000 11.500000 11.750000 12 0.440000 12.250000 12.500000 12.750000 13 0.470000 13.250000 13.500000 13.750000 14 0.510000 14.250000 14.500000 14.750000 15 0.550000 15.250000 15.500000 15.750000 16 0.580000 16.250000 16.500000 16.750000 17 0.620000 17.250000 17.500000 17.750000 18 0.660000 18.250000 18.500000 18.750000 19 0.700000 19.250000 19.500000 19.750000 20 0.730000 20.250000 20.500000 20.750000 21 0.770000 21.250000 21.500000 21.750000 22 0.800000 22.250000 22.500000 22.750000 23 0.840000 23.250000 23.500000 23.750000 24 0.880000 24.250000 24.500000 24.750000 25 0.930000 25.250000 25.500000 25.750000 26 0.980000 26.250000 26.500000 26.750000
0.370000 0.380000 0.390000 0.410000 0.420000 0.430000 0.450000 0.460000 0.470000 0.490000 0.490000 0.500000 0.520000 0.530000 0.540000 0.560000 0.560000 0.580000 0.590000 0.600000 0.610000 0.630000 0.640000 0.650000 0.670000 0.680000 0.680000 0.700000 0.710000 0.720000 0.740000 0.750000 0.760000 0.770000 0.790000 0.790000 0.810000 0.820000 0.830000 0.850000 0.860000 0.860000 0.890000 0.900000 0.920000 0.940000 0.950000 0.970000 1.000000 1.010000 1.020000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
27 1.040000 27.250000 27.500000 27.750000 28 1.090000 28.250000 28.500000 28.750000 29 1.140000 29.250000 29.500000 29.750000 30 1.190000 30.250000 30.500000 30.750000 31 1.250000 31.250000 31.500000 31.750000 32 1.300000 32.250000 32.500000 32.750000 33 1.360000 33.250000 33.500000 33.750000 34 1.410000 34.250000 34.500000 34.750000 35 1.460000 35.250000 35.500000 35.750000 36 1.510000 36.250000 36.500000 36.750000 37 1.570000 37.250000 37.500000 37.750000 38 1.620000 38.250000 38.500000 38.750000 39 1.670000 39.250000 39.500000 39.750000 40 1.730000 40.250000 40.500000 40.750000 41 1.780000 41.250000 41.500000 41.750000 42 1.840000 42.250000 42.500000 42.750000 43 1.890000 43.250000 43.500000 43.750000 44 1.940000 44.250000 44.500000 44.750000 45 1.990000 45.250000 45.500000 45.750000 46 2.050000 46.250000 46.500000 46.750000
1.050000 1.060000 1.070000 1.100000 1.120000 1.130000 1.160000 1.170000 1.180000 1.210000 1.220000 1.240000 1.260000 1.280000 1.290000 1.310000 1.330000 1.340000 1.370000 1.380000 1.400000 1.420000 1.430000 1.450000 1.480000 1.490000 1.500000 1.530000 1.540000 1.550000 1.580000 1.600000 1.610000 1.630000 1.650000 1.660000 1.690000 1.700000 1.720000 1.740000 1.750000 1.770000 1.790000 1.810000 1.820000 1.850000 1.860000 1.870000 1.900000 1.910000 1.930000 1.960000 1.970000 1.980000 2.010000 2.020000 2.030000 2.060000 2.080000 2.090000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
47 2.100000 47.250000 47.500000 47.750000 48 2.150000 48.250000 48.500000 48.750000 49 2.210000 49.250000 49.500000 49.750000 50 2.270000 50.250000 50.500000 50.750000 51 2.350000 51.250000 51.500000 51.750000 52 2.420000 52.250000 52.500000 52.750000 53 2.530000 53.250000 53.500000 53.750000 54 2.650000 54.250000 54.500000 54.750000 55 2.800000 55.250000 55.500000 55.750000 56 2.980000 56.250000 56.500000 56.750000 57 3.180000 57.250000 57.500000 57.750000 58 3.430000 58.250000 58.500000 58.750000 59 3.770000 59.250000 59.500000 59.750000 60 6.090000 60.250000 60.500000 60.750000 61 6.760000 61.250000 61.500000 61.750000 62 7.060000 62.250000 62.500000 62.750000 63 7.250000 63.250000 63.500000 63.750000 64 7.430000 64.250000 64.500000 64.750000 65 7.540000 65.250000 65.500000 65.750000 66 7.650000 66.250000 66.500000 66.750000
2.110000 2.130000 2.140000 2.170000 2.180000 2.200000 2.230000 2.240000 2.260000 2.290000 2.310000 2.330000 2.360000 2.380000 2.400000 2.450000 2.470000 2.500000 2.560000 2.590000 2.620000 2.690000 2.720000 2.770000 2.840000 2.890000 2.930000 3.020000 3.070000 3.130000 3.240000 3.300000 3.370000 3.500000 3.580000 3.670000 3.920000 4.070000 5.080000 6.310000 6.530000 6.640000 6.840000 6.920000 7.000000 7.120000 7.160000 7.210000 7.300000 7.340000 7.390000 7.460000 7.490000 7.520000 7.570000 7.600000 7.630000 7.680000 7.700000 7.730000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
67 7.760000 67.250000 67.500000 67.750000 68 7.870000 68.250000 68.500000 68.750000 69 7.940000 69.250000 69.500000 69.750000 70 8.010000 70.250000 70.500000 70.750000 71 8.080000 71.250000 71.500000 71.750000 72 8.150000
0 0.000000 0.250000 0.020000 0.500000 0.020000 0.750000 0.040000 1 0.050000 1.250000 0.060000 1.500000 0.070000 1.750000 0.090000 2 0.100000 2.250000 0.110000 2.500000 0.120000 2.750000 0.140000 3 0.140000 3.250000 0.160000 3.500000 0.170000 3.750000 0.180000 4 0.190000 4.250000 0.210000 4.500000 0.220000 4.750000 0.230000 5 0.240000 5.250000 0.260000 5.500000 0.260000 5.750000 0.280000 6 0.290000 6.250000 0.300000 6.500000 0.320000 6.750000 0.330000 7 0.340000 7.250000 0.350000 7.500000 0.370000 7.750000 0.380000 8 0.390000 8.250000 0.400000 8.500000 0.420000 8.750000 0.420000 9 0.440000 9.250000 0.450000 9.500000 0.460000 9.750000 0.470000 10 0.490000 10.250000 10.500000 10.750000 11 0.540000 11.250000 11.500000 11.750000 12 0.580000 12.250000 12.500000 12.750000 13 0.630000 13.250000 13.500000 13.750000 14 0.680000 14.250000
7.790000 7.810000 7.840000 7.880000 7.900000 7.920000 7.960000 7.970000 7.990000 8.030000 8.050000 8.060000 8.100000 8.120000 8.140000
0.500000 0.510000 0.520000 0.540000 0.560000 0.570000 0.600000 0.610000 0.620000 0.650000 0.660000 0.670000 0.700000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
14.500000 14.750000 15 0.730000 15.250000 15.500000 15.750000 16 0.780000 16.250000 16.500000 16.750000 17 0.820000 17.250000 17.500000 17.750000 18 0.880000 18.250000 18.500000 18.750000 19 0.930000 19.250000 19.500000 19.750000 20 0.980000 20.250000 20.500000 20.750000 21 1.020000 21.250000 21.500000 21.750000 22 1.070000 22.250000 22.500000 22.750000 23 1.120000 23.250000 23.500000 23.750000 24 1.170000 24.250000 24.500000 24.750000 25 1.240000 25.250000 25.500000 25.750000 26 1.310000 26.250000 26.500000 26.750000 27 1.380000 27.250000 27.500000 27.750000 28 1.460000 28.250000 28.500000 28.750000 29 1.520000 29.250000 29.500000 29.750000 30 1.590000 30.250000 30.500000 30.750000 31 1.660000 31.250000 31.500000 31.750000 32 1.740000 32.250000 32.500000 32.750000 33 1.810000 33.250000 33.500000 33.750000 34 1.880000 34.250000
0.700000 0.720000 0.740000 0.750000 0.770000 0.790000 0.800000 0.820000 0.840000 0.850000 0.860000 0.890000 0.900000 0.910000 0.940000 0.950000 0.960000 0.980000 1.000000 1.010000 1.030000 1.050000 1.060000 1.080000 1.100000 1.100000 1.130000 1.140000 1.150000 1.180000 1.200000 1.220000 1.260000 1.270000 1.300000 1.330000 1.340000 1.360000 1.400000 1.420000 1.430000 1.470000 1.490000 1.500000 1.540000 1.560000 1.580000 1.610000 1.630000 1.650000 1.680000 1.700000 1.720000 1.750000 1.770000 1.790000 1.820000 1.840000 1.860000 1.900000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 49 of 60
25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
34.500000 34.750000 35 1.950000 35.250000 35.500000 35.750000 36 2.020000 36.250000 36.500000 36.750000 37 2.090000 37.250000 37.500000 37.750000 38 2.160000 38.250000 38.500000 38.750000 39 2.230000 39.250000 39.500000 39.750000 40 2.300000 40.250000 40.500000 40.750000 41 2.380000 41.250000 41.500000 41.750000 42 2.450000 42.250000 42.500000 42.750000 43 2.520000 43.250000 43.500000 43.750000 44 2.590000 44.250000 44.500000 44.750000 45 2.660000 45.250000 45.500000 45.750000 46 2.730000 46.250000 46.500000 46.750000 47 2.800000 47.250000 47.500000 47.750000 48 2.870000 48.250000 48.500000 48.750000 49 2.950000 49.250000 49.500000 49.750000 50 3.030000 50.250000 50.500000 50.750000 51 3.130000 51.250000 51.500000 51.750000 52 3.230000 52.250000 52.500000 52.750000 53 3.370000 53.250000 53.500000 53.750000 54 3.540000 54.250000
1.910000 1.930000 1.970000 1.980000 2.000000 2.040000 2.060000 2.070000 2.110000 2.130000 2.140000 2.180000 2.200000 2.220000 2.250000 2.270000 2.290000 2.320000 2.340000 2.360000 2.390000 2.410000 2.430000 2.460000 2.480000 2.500000 2.540000 2.550000 2.570000 2.610000 2.620000 2.640000 2.680000 2.700000 2.710000 2.740000 2.770000 2.780000 2.820000 2.840000 2.860000 2.900000 2.910000 2.940000 2.980000 2.990000 3.020000 3.060000 3.080000 3.100000 3.150000 3.180000 3.200000 3.260000 3.300000 3.340000 3.410000 3.450000 3.500000 3.580000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 50 of 60
25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
54.500000 3.630000 54.750000 3.690000 55 3.740000 55.250000 3.790000 55.500000 3.850000 55.750000 3.900000 56 3.970000 56.250000 4.030000 56.500000 4.100000 56.750000 4.170000 57 4.240000 57.250000 4.320000 57.500000 4.400000 57.750000 4.490000 58 4.580000 58.250000 4.670000 58.500000 4.770000 58.750000 4.900000 59 5.020000 59.250000 5.220000 59.500000 5.420000 59.750000 6.780000 60 8.120000 60.250000 8.420000 60.500000 8.700000 60.750000 8.860000 61 9.010000 61.250000 9.120000 61.500000 9.230000 61.750000 9.330000 62 9.420000 62.250000 9.490000 62.500000 9.550000 62.750000 9.620000 63 9.670000 63.250000 9.740000 63.500000 9.790000 63.750000 9.860000 64 9.910000 64.250000 9.940000 64.500000 9.980000 64.750000 10.020000 65 10.060000 65.250000 10.100000 65.500000 10.130000 65.750000 10.170000 66 10.200000 66.250000 10.240000 66.500000 10.270000 66.750000 10.310000 67 10.340000 67.250000 10.380000 67.500000 10.420000 67.750000 10.460000 68 10.490000 68.250000 10.510000 68.500000 10.540000 68.750000 10.560000 69 10.580000 69.250000 10.610000 69.500000 10.630000 69.750000 10.660000 70 10.680000 70.250000 10.700000 70.500000 10.730000 70.750000 10.750000 71 10.780000 71.250000 10.800000 71.500000 10.820000 71.750000 10.850000 72 10.870000
10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
0 0.250000 0.500000 0.750000 1 1.250000 1.500000 1.750000
0.000000 0.010000 0.020000 0.040000 0.040000 0.060000 0.060000 0.080000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 51 of 60
10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
2 0.080000 2.250000 0.100000 2.500000 0.110000 2.750000 0.120000 3 0.130000 3.250000 0.140000 3.500000 0.150000 3.750000 0.160000 4 0.170000 4.250000 0.180000 4.500000 0.190000 4.750000 0.200000 5 0.210000 5.250000 0.220000 5.500000 0.230000 5.750000 0.250000 6 0.250000 6.250000 0.270000 6.500000 0.280000 6.750000 0.290000 7 0.300000 7.250000 0.310000 7.500000 0.320000 7.750000 0.330000 8 0.340000 8.250000 0.350000 8.500000 0.360000 8.750000 0.370000 9 0.390000 9.250000 0.390000 9.500000 0.410000 9.750000 0.410000 10 0.430000 10.250000 10.500000 10.750000 11 0.470000 11.250000 11.500000 11.750000 12 0.510000 12.250000 12.500000 12.750000 13 0.550000 13.250000 13.500000 13.750000 14 0.600000 14.250000 14.500000 14.750000 15 0.640000 15.250000 15.500000 15.750000 16 0.680000 16.250000 16.500000 16.750000 17 0.720000 17.250000 17.500000 17.750000 18 0.770000 18.250000 18.500000 18.750000 19 0.810000 19.250000 19.500000 19.750000 20 0.850000 20.250000 20.500000 20.750000 21 0.900000 21.250000 21.500000 21.750000
0.430000 0.450000 0.460000 0.480000 0.490000 0.500000 0.530000 0.530000 0.550000 0.570000 0.570000 0.590000 0.610000 0.620000 0.630000 0.650000 0.660000 0.670000 0.690000 0.700000 0.710000 0.740000 0.740000 0.760000 0.780000 0.790000 0.800000 0.820000 0.830000 0.840000 0.860000 0.880000 0.880000 0.900000 0.920000 0.920000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 52 of 60
10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
22 0.940000 22.250000 22.500000 22.750000 23 0.980000 23.250000 23.500000 23.750000 24 1.020000 24.250000 24.500000 24.750000 25 1.090000 25.250000 25.500000 25.750000 26 1.150000 26.250000 26.500000 26.750000 27 1.210000 27.250000 27.500000 27.750000 28 1.270000 28.250000 28.500000 28.750000 29 1.330000 29.250000 29.500000 29.750000 30 1.390000 30.250000 30.500000 30.750000 31 1.460000 31.250000 31.500000 31.750000 32 1.520000 32.250000 32.500000 32.750000 33 1.580000 33.250000 33.500000 33.750000 34 1.650000 34.250000 34.500000 34.750000 35 1.710000 35.250000 35.500000 35.750000 36 1.760000 36.250000 36.500000 36.750000 37 1.830000 37.250000 37.500000 37.750000 38 1.890000 38.250000 38.500000 38.750000 39 1.950000 39.250000 39.500000 39.750000 40 2.020000 40.250000 40.500000 40.750000 41 2.080000 41.250000 41.500000 41.750000
0.950000 0.960000 0.970000 0.990000 1.000000 1.010000 1.040000 1.050000 1.070000 1.100000 1.110000 1.130000 1.160000 1.180000 1.190000 1.230000 1.240000 1.250000 1.290000 1.300000 1.320000 1.350000 1.370000 1.380000 1.410000 1.430000 1.440000 1.470000 1.490000 1.510000 1.530000 1.550000 1.570000 1.600000 1.610000 1.630000 1.660000 1.670000 1.690000 1.720000 1.740000 1.750000 1.790000 1.800000 1.810000 1.850000 1.860000 1.880000 1.900000 1.930000 1.940000 1.970000 1.990000 2.000000 2.030000 2.040000 2.070000 2.090000 2.110000 2.130000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 53 of 60
10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
42 2.140000 42.250000 42.500000 42.750000 43 2.210000 43.250000 43.500000 43.750000 44 2.270000 44.250000 44.500000 44.750000 45 2.320000 45.250000 45.500000 45.750000 46 2.390000 46.250000 46.500000 46.750000 47 2.450000 47.250000 47.500000 47.750000 48 2.510000 48.250000 48.500000 48.750000 49 2.580000 49.250000 49.500000 49.750000 50 2.650000 50.250000 50.500000 50.750000 51 2.740000 51.250000 51.500000 51.750000 52 2.830000 52.250000 52.500000 52.750000 53 2.950000 53.250000 53.500000 53.750000 54 3.090000 54.250000 54.500000 54.750000 55 3.270000 55.250000 55.500000 55.750000 56 3.470000 56.250000 56.500000 56.750000 57 3.710000 57.250000 57.500000 57.750000 58 4.000000 58.250000 58.500000 58.750000 59 4.400000 59.250000 59.500000 59.750000 60 7.110000 60.250000 60.500000 60.750000 61 7.880000 61.250000 61.500000 61.750000
2.160000 2.170000 2.180000 2.220000 2.230000 2.250000 2.280000 2.300000 2.310000 2.350000 2.360000 2.370000 2.400000 2.420000 2.440000 2.460000 2.490000 2.500000 2.530000 2.550000 2.570000 2.600000 2.620000 2.640000 2.670000 2.700000 2.720000 2.760000 2.780000 2.800000 2.860000 2.880000 2.920000 2.980000 3.020000 3.060000 3.140000 3.180000 3.230000 3.320000 3.370000 3.420000 3.530000 3.580000 3.650000 3.780000 3.850000 3.930000 4.090000 4.170000 4.280000 4.570000 4.750000 5.930000 7.360000 7.620000 7.750000 7.980000 8.080000 8.160000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 54 of 60
10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
62 8.240000 62.250000 62.500000 62.750000 63 8.460000 63.250000 63.500000 63.750000 64 8.670000 64.250000 64.500000 64.750000 65 8.800000 65.250000 65.500000 65.750000 66 8.930000 66.250000 66.500000 66.750000 67 9.050000 67.250000 67.500000 67.750000 68 9.180000 68.250000 68.500000 68.750000 69 9.260000 69.250000 69.500000 69.750000 70 9.350000 70.250000 70.500000 70.750000 71 9.430000 71.250000 71.500000 71.750000 72 9.510000
MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL
0.250000 0.500000 0.750000 1.000000 1.250000 1.500000 1.750000 2.000000 2.250000 2.500000 2.750000 3.000000 3.250000 3.500000 3.750000 4.000000 4.250000 4.500000 4.750000 5.000000 5.250000 5.500000 5.750000 6.000000 6.250000 6.500000 6.750000 7.000000 7.250000 7.500000 7.750000 8.000000 8.250000 8.500000 8.750000 9.000000 9.250000 9.500000
8.300000 8.360000 8.410000 8.520000 8.570000 8.620000 8.700000 8.740000 8.770000 8.830000 8.860000 8.900000 8.960000 8.990000 9.020000 9.090000 9.110000 9.150000 9.200000 9.220000 9.240000 9.280000 9.300000 9.320000 9.370000 9.390000 9.410000 9.450000 9.470000 9.490000
0.013190 0.026593 0.040218 0.054072 0.068167 0.082510 0.097114 0.111989 0.127147 0.142601 0.158366 0.174455 0.190885 0.207674 0.224840 0.242403 0.260387 0.278814 0.297711 0.317108 0.337036 0.357530 0.378630 0.400379 0.422825 0.446023 0.470035 0.494931 0.520790 0.547703 0.575778 0.605138 0.635929 0.668326 0.702538 0.738822 0.777497 0.818965
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 55 of 60
MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL
9.750000 0.863748 10.000000 10.250000 10.500000 10.750000 11.000000 11.250000 11.500000 11.750000 12.000000 12.250000 12.500000 12.750000 13.000000 13.250000 13.500000 13.750000 14.000000 14.250000 14.500000 14.750000 15.000000 15.250000 15.500000 15.750000 16.000000 16.250000 16.500000 16.750000 17.000000 17.250000 17.500000 17.750000 18.000000 18.250000 18.500000 18.750000 19.000000 19.250000 19.500000 19.750000 20.000000 20.250000 20.500000 20.750000 21.000000 21.250000 21.500000 21.750000 22.000000 22.250000 22.500000 22.750000 23.000000 23.250000 23.500000 23.750000 24.000000
100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
0 0.250000 0.500000 0.750000 1 1.250000 1.500000 1.750000 2 2.250000 2.500000 2.750000 3 3.250000 3.500000 3.750000 4 4.250000 4.500000 4.750000 5
0.912537 0.966283 1.026345 1.094780 1.174936 1.272899 1.401868 1.602356 2.500000 3.397644 3.598132 3.727101 3.825064 3.905220 3.973655 4.033717 4.087463 4.136252 4.181035 4.222503 4.261178 4.297462 4.331674 4.364071 4.394862 4.424222 4.452297 4.479210 4.505069 4.529965 4.553977 4.577175 4.599621 4.621370 4.642470 4.662964 4.682892 4.702289 4.721186 4.739613 4.757597 4.775160 4.792326 4.809115 4.825545 4.841634 4.857399 4.872853 4.888011 4.902886 4.917490 4.931833 4.945928 4.959782 4.973407 4.986810 5.000000
0.000000 0.020000 0.030000 0.050000 0.060000 0.080000 0.090000 0.110000 0.120000 0.140000 0.150000 0.170000 0.180000 0.200000 0.210000 0.230000 0.240000 0.260000 0.270000 0.290000 0.300000
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2015 H&H “Control” Model Input Report Page - 56 of 60
100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
5.250000 0.320000 5.500000 0.330000 5.750000 0.350000 6 0.360000 6.250000 0.380000 6.500000 0.400000 6.750000 0.410000 7 0.430000 7.250000 0.440000 7.500000 0.460000 7.750000 0.470000 8 0.490000 8.250000 0.500000 8.500000 0.520000 8.750000 0.530000 9 0.550000 9.250000 0.560000 9.500000 0.580000 9.750000 0.590000 10 0.610000 10.250000 10.500000 10.750000 11 0.670000 11.250000 11.500000 11.750000 12 0.730000 12.250000 12.500000 12.750000 13 0.790000 13.250000 13.500000 13.750000 14 0.850000 14.250000 14.500000 14.750000 15 0.910000 15.250000 15.500000 15.750000 16 0.970000 16.250000 16.500000 16.750000 17 1.030000 17.250000 17.500000 17.750000 18 1.100000 18.250000 18.500000 18.750000 19 1.160000 19.250000 19.500000 19.750000 20 1.220000 20.250000 20.500000 20.750000 21 1.280000 21.250000 21.500000 21.750000 22 1.340000 22.250000 22.500000 22.750000 23 1.400000 23.250000 23.500000 23.750000 24 1.460000 24.250000 24.500000 24.750000 25 1.550000
0.620000 0.640000 0.650000 0.680000 0.700000 0.710000 0.750000 0.760000 0.780000 0.810000 0.820000 0.840000 0.870000 0.880000 0.900000 0.930000 0.940000 0.960000 0.990000 1.000000 1.020000 1.050000 1.060000 1.080000 1.110000 1.130000 1.140000 1.170000 1.190000 1.200000 1.230000 1.250000 1.260000 1.290000 1.310000 1.320000 1.350000 1.370000 1.380000 1.410000 1.430000 1.440000 1.480000 1.500000 1.530000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 57 of 60
100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
25.250000 25.500000 25.750000 26 1.640000 26.250000 26.500000 26.750000 27 1.730000 27.250000 27.500000 27.750000 28 1.820000 28.250000 28.500000 28.750000 29 1.900000 29.250000 29.500000 29.750000 30 1.990000 30.250000 30.500000 30.750000 31 2.080000 31.250000 31.500000 31.750000 32 2.170000 32.250000 32.500000 32.750000 33 2.260000 33.250000 33.500000 33.750000 34 2.350000 34.250000 34.500000 34.750000 35 2.440000 35.250000 35.500000 35.750000 36 2.520000 36.250000 36.500000 36.750000 37 2.610000 37.250000 37.500000 37.750000 38 2.700000 38.250000 38.500000 38.750000 39 2.790000 39.250000 39.500000 39.750000 40 2.880000 40.250000 40.500000 40.750000 41 2.970000 41.250000 41.500000 41.750000 42 3.060000 42.250000 42.500000 42.750000 43 3.150000 43.250000 43.500000 43.750000 44 3.240000 44.250000 44.500000 44.750000 45 3.320000
1.570000 1.590000 1.620000 1.660000 1.680000 1.700000 1.750000 1.770000 1.790000 1.840000 1.860000 1.880000 1.930000 1.950000 1.970000 2.010000 2.040000 2.060000 2.100000 2.130000 2.150000 2.190000 2.210000 2.240000 2.280000 2.300000 2.330000 2.370000 2.390000 2.410000 2.460000 2.480000 2.500000 2.550000 2.570000 2.590000 2.640000 2.660000 2.680000 2.720000 2.750000 2.770000 2.810000 2.840000 2.860000 2.900000 2.920000 2.950000 2.990000 3.010000 3.040000 3.080000 3.100000 3.120000 3.170000 3.190000 3.210000 3.260000 3.280000 3.300000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 58 of 60
100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
45.250000 3.350000 45.500000 3.370000 45.750000 3.390000 46 3.410000 46.250000 3.430000 46.500000 3.460000 46.750000 3.480000 47 3.500000 47.250000 3.520000 47.500000 3.550000 47.750000 3.570000 48 3.590000 48.250000 3.620000 48.500000 3.640000 48.750000 3.670000 49 3.690000 49.250000 3.720000 49.500000 3.740000 49.750000 3.770000 50 3.790000 50.250000 3.820000 50.500000 3.850000 50.750000 3.880000 51 3.910000 51.250000 3.940000 51.500000 3.970000 51.750000 4.000000 52 4.040000 52.250000 4.080000 52.500000 4.120000 52.750000 4.170000 53 4.210000 53.250000 4.260000 53.500000 4.310000 53.750000 4.370000 54 4.420000 54.250000 4.480000 54.500000 4.540000 54.750000 4.610000 55 4.670000 55.250000 4.740000 55.500000 4.810000 55.750000 4.880000 56 4.960000 56.250000 5.040000 56.500000 5.120000 56.750000 5.210000 57 5.300000 57.250000 5.400000 57.500000 5.500000 57.750000 5.610000 58 5.720000 58.250000 5.840000 58.500000 5.960000 58.750000 6.120000 59 6.280000 59.250000 6.530000 59.500000 6.780000 59.750000 8.470000 60 10.150000 60.250000 10.520000 60.500000 10.880000 60.750000 11.070000 61 11.260000 61.250000 11.400000 61.500000 11.540000 61.750000 11.660000 62 11.770000 62.250000 11.860000 62.500000 11.940000 62.750000 12.020000 63 12.090000 63.250000 12.170000 63.500000 12.240000 63.750000 12.320000 64 12.390000 64.250000 12.430000 64.500000 12.480000 64.750000 12.530000 65 12.570000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 59 of 60
100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
65.250000 12.620000 65.500000 12.660000 65.750000 12.710000 66 12.750000 66.250000 12.800000 66.500000 12.840000 66.750000 12.890000 67 12.930000 67.250000 12.980000 67.500000 13.020000 67.750000 13.070000 68 13.110000 68.250000 13.140000 68.500000 13.170000 68.750000 13.200000 69 13.230000 69.250000 13.260000 69.500000 13.290000 69.750000 13.320000 70 13.350000 70.250000 13.380000 70.500000 13.410000 70.750000 13.440000 71 13.470000 71.250000 13.500000 71.500000 13.530000 71.750000 13.560000 72 13.590000
[PATTERNS] [REPORT] INPUT NO CONTINUITY YES FLOWSTATS YES CONTROLS NO SUBCATCHMENTS NONE NODES NONE LINKS NONE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Input Report Page - 60 of 60
APPENDIX D
Existing H&H Model Results Report
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 03: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.060 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.760 minimum elevation drop minimum elevation drop negative offset -4.760 negative offset -4.760 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-179 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 ignored for Link CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 ignored for Link CDT-215 ignored for Link CDT-217 ignored for Link CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 ignored for Link CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 ignored for Link CDT-279 ignored for Link CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 1 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239 U-240 U-242
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 5 Year 72 Hour Event Page - 2 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398 U-399 U-402
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 5 Year 72 Hour Event Page - 3 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04:
minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit U-404 0.001 used for Conduit U-406 0.001 used for Conduit U-407 ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit U-411 0.001 used for Conduit U-413 0.001 used for Conduit U-414 0.001 used for Conduit U-415 0.001 used for Conduit U-416 0.001 used for Conduit U-417 0.001 used for Conduit U-418 ignored for Link U-419 0.001 used for Conduit U-420 0.001 used for Conduit U-421 0.001 used for Conduit U-423 0.001 used for Conduit U-428 0.001 used for Conduit U-430 0.001 used for Conduit U-434 0.001 used for Conduit U-437 0.001 used for Conduit U-439 0.001 used for Conduit U-48 0.001 used for Conduit U-481 0.001 used for Conduit U-483 0.001 used for Conduit U-496 0.001 used for Conduit U-497 0.001 used for Conduit U-498 0.001 used for Conduit U-50 0.001 used for Conduit U-501 0.001 used for Conduit U-513 0.001 used for Conduit U-518-NEW 0.001 used for Conduit U-523 ignored for Link U-524-NEW 0.001 used for Conduit U-525 0.001 used for Conduit U-526 0.001 used for Conduit U-527 0.001 used for Conduit U-53 0.001 used for Conduit U-531 0.001 used for Conduit U-534-NEW 0.001 used for Conduit U-54 0.001 used for Conduit U-545 0.001 used for Conduit U-547 0.001 used for Conduit U-55 0.001 used for Conduit U-557 0.001 used for Conduit U-559 0.001 used for Conduit U-56 0.001 used for Conduit U-562 0.001 used for Conduit U-565 0.001 used for Conduit U-568 0.001 used for Conduit U-569 0.001 used for Conduit U-572 0.001 used for Conduit U-580 0.001 used for Conduit U-583 0.001 used for Conduit U-584 0.001 used for Conduit U-587 0.001 used for Conduit U-589 0.001 used for Conduit U-590 0.001 used for Conduit U-591 0.001 used for Conduit U-596 0.001 used for Conduit U-599 0.001 used for Conduit U-60 0.001 used for Conduit U-601 0.001 used for Conduit U-604 0.001 used for Conduit U-608 0.001 used for Conduit U-609 0.001 used for Conduit U-612 ignored for Link U-614 0.001 used for Conduit U-616 0.001 used for Conduit U-618 0.001 used for Conduit U-62 0.001 used for Conduit U-621 0.001 used for Conduit U-623 0.001 used for Conduit U-624 0.001 used for Conduit U-625 0.001 used for Conduit U-628 0.001 used for Conduit U-629 0.001 used for Conduit U-632 ignored for Link U-633 ignored for Link U-633 0.001 used for Conduit U-633
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 5 Year 72 Hour Event Page - 4 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum
elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001
used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used
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Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit
U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801 U-804 U-807 U-81
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 5 Year 72 Hour Event Page - 5 of 63
Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 6.600 increased for Node J-109 Warning 02: maximum depth 6.210 increased for Node J-126 Warning 02: maximum depth 6.040 increased for Node J-127 Warning 02: maximum depth 6.080 increased for Node J-128 Warning 02: maximum depth 10.360 increased for Node J-15A Warning 02: maximum depth 6.110 increased for Node J-259 Warning 02: maximum depth 8.950 increased for Node J-268 Warning 02: maximum depth 6.260 increased for Node J-278
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 6 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth depth depth
8.950 increased for Node J-284 10.460 increased for Node J-328A 11.060 increased for Node J-432B 8.950 increased for Node J-444-WEIR 10.760 increased for Node J-54B 6.090 increased for Node J-570 7.560 increased for Node J-611 7.950 increased for Node J-692-WEIR 9.560 increased for Node J-757 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------280.154 0.000 46.381 183.818 50.082 -0.046
Depth inches ------8.150 0.000 1.349 5.347 1.457
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 183.494 0.000 0.000 0.000 181.022 0.000 0.000 0.000 0.033 4.239 -0.945
Volume 10^6 gal --------0.000 59.794 0.000 0.000 0.000 58.989 0.000 0.000 0.000 0.011 1.381
***************************** Highest Continuity Errors ***************************** Node JCT-26-WEIR Node J-748-WEIR-STANTEC Node J-566-WEIR Node JCT-26 Node J-82 Node J-792
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
-98.16% -88.02% -85.02% -31.42% 27.86% -26.21%
-1.5219 -2.7264 -0.5311 -0.7804 0.2657 -0.1746
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 7 of 63
Node Node Node Node Node Node Node Node Node Node Node Node Node Node
J-104 J-174 J-256 J-632 J-618 J-748 J-588 J-393 J-697 J-333 J-601 J-87 J-335 J-242
24.25% 23.10% -21.77% 19.79% 19.63% 19.15% 19.00% 18.73% 18.56% 17.85% 16.47% 16.13% 15.98% 15.93%
0.5529 0.1646 -0.2793 0.1519 0.1725 1.2173 0.2233 0.2303 0.2060 0.1699 0.2039 0.2112 0.1531 0.0985 -1.9926 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-262-NEW (8.47%) Link U-346 (5.42%) Link U-300 (4.63%) Link U-295 (4.07%) Link U-837 (3.49%) Link U-155 (2.98%) Link U-496 (2.88%) Link U-193 (2.78%) Link U-390 (2.50%) Link U-293 (2.36%) Link U-199 (2.31%) Link U-298 (2.07%) Link U-599 (1.85%) Link U-105 (1.85%) Link U-587 (1.65%) Link U-197 (1.58%) Link U-64 (1.58%) Link U-572 (1.56%) Link U-624 (1.55%) Link U-353 (1.49%)
************************************ Highest Flow Instability Indexes ************************************ Link U-869 (138) Link U-550 (83) Link U-572 (81) Link U-725 (81) Link U-864 (79) Link CDT-299 (79) Link U-652 (78) Link U-651 (76) Link U-710 (75) Link U-502 (75) Link U-129 (74) Link CDT-187 (73) Link CDT-189 (73) Link U-548 (72) Link U-112 (71) Link U-98 (71) Link U-11 (71) Link U-688 (68) Link U-413 (68) Link WEIR-J-754-STANTECT (68) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.88 sec 4.00 sec 0.00 4.87 92.03 318302 1550714
*******************************
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 8 of 63
Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 8.15 0.00 0.00 1.30 5.81 0.29 3.28 0.713 SUB-11868 8.15 0.00 0.00 0.83 5.40 0.36 3.18 0.663 SUB-11924 8.15 0.00 0.00 1.48 5.63 0.43 4.75 0.691 SUB-11926 8.15 0.00 0.00 1.48 4.94 0.92 7.76 0.606 SUB-11930 8.15 0.00 0.00 1.48 5.67 0.31 3.43 0.695 SUB-11932 8.15 0.00 0.00 1.90 5.85 0.24 2.82 0.717 SUB-11936 8.15 0.00 0.00 1.07 5.12 0.20 1.95 0.628 SUB-11944 8.15 0.00 0.00 1.48 5.72 0.56 6.28 0.701 SUB-11948 8.15 0.00 0.00 1.48 5.54 0.50 5.28 0.680 SUB-11950 8.15 0.00 0.00 1.18 5.51 0.22 2.29 0.676 SUB-11954 8.15 0.00 0.00 1.48 5.99 0.25 3.01 0.735 SUB-11958 8.15 0.00 0.00 1.48 5.35 0.54 5.36 0.656 SUB-11968 8.15 0.00 0.00 1.92 5.87 0.36 4.42 0.721 SUB-11970 8.15 0.00 0.00 1.31 5.53 0.29 3.05 0.679 SUB-11972 8.15 0.00 0.00 1.48 5.70 0.45 4.97 0.699 SUB-11978 8.15 0.00 0.00 1.48 5.80 0.42 4.90 0.712 SUB-11984 8.15 0.00 0.00 1.48 5.53 0.35 3.65 0.678 SUB-11986 8.15 0.00 0.00 1.42 5.39 0.34 3.51 0.662 SUB-11988 8.15 0.00 0.00 1.45 5.49 0.66 6.87 0.673 SUB-11990 8.15 0.00 0.00 1.48 5.88 0.31 3.62 0.721 SUB-11994 8.15 0.00 0.00 1.48 6.00 0.29 3.58 0.736 SUB-11998 8.15 0.00 0.00 1.48 5.33 0.61 6.03 0.654 SUB-12004 8.15 0.00 0.00 1.48 5.94 0.27 3.23 0.729 SUB-12010 8.15 0.00 0.00 1.48 5.94 0.24 2.85 0.729 SUB-12014 8.15 0.00 0.00 0.83 5.47 0.15 1.31 0.671 SUB-12016 8.15 0.00 0.00 1.48 5.76 0.43 4.88 0.707 SUB-12024 8.15 0.00 0.00 1.46 5.56 0.32 3.39 0.683 SUB-12036 8.15 0.00 0.00 1.45 5.66 0.35 3.85 0.695 SUB-12044 8.15 0.00 0.00 0.83 5.46 0.34 2.98 0.670 SUB-12046 8.15 0.00 0.00 1.48 5.65 0.33 3.66 0.693 SUB-12048 8.15 0.00 0.00 1.35 6.08 0.21 2.47 0.745 SUB-12052 8.15 0.00 0.00 1.48 5.90 0.50 5.95 0.724 SUB-12060 8.15 0.00 0.00 1.48 5.55 0.31 3.31 0.681 SUB-12062 8.15 0.00 0.00 1.48 5.40 0.21 2.07 0.662 SUB-12068 8.15 0.00 0.00 1.47 5.83 0.21 2.47 0.715 SUB-12072 8.15 0.00 0.00 1.48 5.21 0.91 8.53 0.639 SUB-12084 8.15 0.00 0.00 1.48 5.58 0.61 6.51 0.685 SUB-12086 8.15 0.00 0.00 1.48 5.67 0.67 7.35 0.695 SUB-12088 8.15 0.00 0.00 1.48 5.58 0.53 5.69 0.685 SUB-12100 8.15 0.00 0.00 1.48 5.21 0.49 4.64 0.640 SUB-12110 8.15 0.00 0.00 1.48 5.56 0.22 2.39 0.683 SUB-12112 8.15 0.00 0.00 1.48 5.33 0.38 3.74 0.654 SUB-12116 8.15 0.00 0.00 1.48 5.37 0.35 3.46 0.659 SUB-12122 8.15 0.00 0.00 1.48 6.19 0.03 0.43 0.759 SUB-12128 8.15 0.00 0.00 1.48 5.49 0.27 2.77 0.674 SUB-12132 8.15 0.00 0.00 1.48 5.27 0.44 4.21 0.647 SUB-12136 8.15 0.00 0.00 1.48 5.36 0.36 3.58 0.657 SUB-12138 8.15 0.00 0.00 1.48 5.45 0.29 2.99 0.669 SUB-12142 8.15 0.00 0.00 1.48 5.05 0.70 6.19 0.620 SUB-12144 8.15 0.00 0.00 1.48 4.98 0.80 6.92 0.611 SUB-12150 8.15 0.00 0.00 1.48 5.73 0.34 3.82 0.703 SUB-12152 8.15 0.00 0.00 1.48 5.47 0.52 5.38 0.671 SUB-12154 8.15 0.00 0.00 1.48 5.34 0.86 8.44 0.655 SUB-12158 8.15 0.00 0.00 1.48 5.74 0.29 3.26 0.704 SUB-12160 8.15 0.00 0.00 1.48 5.82 0.59 6.85 0.714 SUB-12162 8.15 0.00 0.00 1.48 5.78 0.44 5.01 0.709 SUB-12164 8.15 0.00 0.00 1.48 5.70 0.34 3.83 0.699 SUB-12166 8.15 0.00 0.00 1.48 5.49 0.22 2.31 0.674 SUB-12168 8.15 0.00 0.00 1.48 5.62 0.32 3.48 0.690 SUB-12170 8.15 0.00 0.00 1.48 6.32 0.10 1.38 0.775 SUB-12172 8.15 0.00 0.00 1.48 6.06 0.19 2.32 0.743 SUB-12174 8.15 0.00 0.00 1.48 5.75 0.41 4.65 0.706 SUB-12176 8.15 0.00 0.00 1.48 5.78 0.27 3.08 0.709 SUB-12180 8.15 0.00 0.00 1.48 5.69 0.37 4.17 0.698 SUB-12182 8.15 0.00 0.00 1.48 5.66 0.17 1.93 0.695 SUB-12184 8.15 0.00 0.00 1.48 5.91 0.09 1.06 0.725 SUB-12186 8.15 0.00 0.00 1.48 5.52 0.25 2.63 0.677 SUB-12188 8.15 0.00 0.00 1.48 5.30 0.41 3.96 0.651 SUB-12190 8.15 0.00 0.00 1.48 5.43 0.30 3.11 0.667 SUB-12192 8.15 0.00 0.00 1.48 5.31 0.40 3.89 0.652 SUB-12194 8.15 0.00 0.00 1.48 5.80 0.22 2.56 0.711 SUB-12196 8.15 0.00 0.00 1.48 5.44 0.25 2.51 0.668
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2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 9 of 63
SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374 SUB-12376
8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.48 1.48 1.48 1.48 1.47 1.43 1.48 1.38 1.44 1.20 1.22 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.28 1.65 2.02 1.48 1.48 1.48 1.48 1.48 1.48 1.39 1.48 1.48 1.06 1.48 1.17 1.09 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.41 1.48 1.48 1.44 1.44 1.48 1.48 1.43 1.48 1.48 1.23 1.36 0.28 0.76 0.83 0.83
5.65 5.52 5.30 5.59 5.28 5.60 5.44 5.46 5.26 5.40 5.57 5.53 5.66 5.86 5.80 5.86 5.85 5.65 5.95 6.20 5.39 5.53 5.66 5.65 5.45 5.17 5.72 5.81 5.66 5.86 5.89 5.46 5.56 5.75 5.41 5.30 5.32 5.19 5.30 5.35 5.78 5.57 5.57 5.38 5.68 5.35 5.13 5.44 5.50 5.45 4.86 6.19 5.07 5.23 5.59 5.66 5.28 5.60 6.12 5.60 5.79 6.03 5.57 5.85 5.32 5.50 5.48 5.32 5.33 5.31 5.24 5.43 5.58 6.07 5.92 5.93 3.58 4.09 4.73 6.18
0.28 0.25 0.41 0.21 0.41 0.18 0.30 0.23 0.40 0.17 0.13 0.24 0.18 0.27 0.29 0.10 0.11 0.18 0.25 0.19 0.33 0.24 0.18 0.18 0.29 0.85 0.31 0.34 0.33 0.23 0.29 0.29 0.45 0.45 0.30 0.51 0.41 0.54 0.32 0.31 0.63 0.30 0.36 0.41 0.26 0.50 0.53 0.23 0.49 0.77 0.63 0.09 0.48 0.40 0.52 0.32 0.43 0.45 0.12 0.20 0.13 0.13 0.22 0.11 0.32 0.26 0.27 0.35 0.34 0.40 0.46 0.27 0.21 0.05 0.06 0.07 0.14 0.15 0.40 0.26
3.04 2.61 3.98 2.27 4.00 1.97 3.04 2.36 3.88 1.71 1.33 2.57 1.95 3.21 3.31 1.23 1.24 1.97 3.01 2.46 3.35 2.54 1.95 2.00 2.98 7.84 3.51 4.00 3.62 2.72 3.50 2.94 4.77 5.13 3.01 4.99 3.99 5.02 3.24 2.87 6.77 3.23 3.86 4.11 2.85 4.97 4.82 2.41 5.11 7.94 5.95 1.24 4.65 3.98 5.63 3.55 4.11 4.84 1.48 2.21 1.44 1.62 2.38 1.26 3.21 2.74 2.83 3.46 3.38 3.90 4.39 2.80 2.29 0.66 0.70 0.84 0.72 1.29 3.52 2.32
0.693 0.677 0.650 0.686 0.647 0.687 0.668 0.670 0.646 0.662 0.684 0.678 0.694 0.719 0.712 0.718 0.718 0.694 0.730 0.760 0.662 0.679 0.694 0.693 0.669 0.635 0.702 0.713 0.694 0.719 0.723 0.670 0.682 0.706 0.664 0.651 0.652 0.637 0.650 0.656 0.710 0.683 0.683 0.660 0.697 0.657 0.630 0.667 0.674 0.669 0.597 0.760 0.622 0.641 0.686 0.694 0.648 0.688 0.751 0.687 0.711 0.740 0.683 0.717 0.653 0.674 0.672 0.653 0.654 0.652 0.644 0.666 0.685 0.745 0.726 0.728 0.439 0.502 0.581 0.758
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SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.83 0.27 0.30 0.30 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.34 0.35 0.77 1.48 0.81 1.48 1.48 0.29 0.37 1.48 1.48 1.48 1.37 1.38 1.21 0.00
5.47 4.61 3.96 3.61 4.85 4.16 4.94 5.19 4.28 4.55 3.80 4.70 4.34 4.13 4.76 4.67 3.78 4.27 4.11 5.76 4.48 5.45 6.26 4.29 4.04 5.89 5.66 5.58 5.45 5.61 5.38 6.28
0.57 0.17 0.15 0.20 0.17 0.40 0.15 0.11 0.34 0.25 0.63 0.21 0.32 0.42 0.19 0.21 0.18 0.12 0.36 0.14 0.26 0.60 0.08 0.14 0.16 0.31 0.18 0.22 0.22 0.16 0.18 0.28
5.04 0.79 0.78 1.10 1.52 3.48 1.36 0.99 3.01 2.19 5.35 1.82 2.79 3.61 1.69 1.88 1.06 0.69 3.04 1.57 2.23 6.17 1.01 0.69 0.93 3.65 1.96 2.32 2.32 1.74 1.83 2.68
0.671 0.565 0.486 0.443 0.595 0.510 0.606 0.637 0.525 0.558 0.467 0.577 0.533 0.506 0.584 0.573 0.464 0.524 0.505 0.706 0.549 0.669 0.769 0.527 0.495 0.723 0.694 0.685 0.668 0.689 0.660 0.770
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 3.55 7.74 3.18 2 15:00 3.18 2 15:01 J-104 JUNCTION 3.69 7.71 3.15 2 14:45 3.15 2 14:45 J-106 JUNCTION 2.63 7.70 3.14 2 14:43 3.14 2 14:43 J-109 JUNCTION 3.55 7.62 3.06 2 13:41 3.06 2 13:42 J-11 JUNCTION 3.27 7.58 3.02 2 22:56 3.01 2 18:52 J-110 JUNCTION 3.72 7.17 3.05 2 13:53 3.05 2 13:53 J-113 JUNCTION 3.63 7.58 3.02 2 13:50 3.02 2 13:50 J-114 JUNCTION 3.62 7.63 3.07 2 14:48 3.06 2 14:49 J-118 JUNCTION 3.56 7.63 3.07 2 14:41 3.06 2 14:42 J-12 JUNCTION 3.26 7.57 3.01 2 23:02 3.01 2 18:27 J-121 JUNCTION 2.63 7.71 3.15 2 15:27 3.15 2 15:29 J-126 JUNCTION 4.52 6.78 3.22 2 15:10 3.22 2 15:10 J-126A JUNCTION 4.52 6.89 3.33 2 16:06 3.31 2 16:04 J-127 JUNCTION 4.15 6.69 3.13 2 14:54 3.13 2 14:54 J-128 JUNCTION 3.21 6.68 3.12 2 14:53 3.12 2 14:53 J-129 JUNCTION 2.70 6.54 2.98 2 13:32 2.98 2 13:33 J-130 JUNCTION 2.77 6.50 2.94 2 12:57 2.94 2 12:57 J-131 JUNCTION 2.83 7.05 3.49 2 13:14 3.49 2 13:09 J-132 JUNCTION 2.88 6.56 3.00 2 12:58 3.00 2 12:58 J-137 JUNCTION 2.78 6.57 3.01 2 13:09 3.01 2 13:10 J-139 JUNCTION 2.60 6.60 3.04 2 13:31 3.04 2 13:31 J-140 JUNCTION 2.68 6.72 3.16 2 14:09 3.16 2 14:10 J-147 JUNCTION 2.70 6.98 3.42 2 15:05 3.42 2 15:06 J-148 JUNCTION 2.65 7.06 3.50 2 15:22 3.50 2 15:22 J-149 JUNCTION 2.63 7.06 3.50 2 15:22 3.50 2 15:22 J-15 JUNCTION 2.80 6.98 2.92 2 14:05 2.92 2 13:44 J-152 JUNCTION 2.66 7.11 3.55 2 15:28 3.55 2 15:29 J-153 JUNCTION 2.61 7.14 3.58 2 15:22 3.58 2 15:22 J-155 JUNCTION 2.59 7.16 3.60 2 15:16 3.60 2 15:16 J-156 JUNCTION 2.57 7.23 3.67 2 14:57 3.67 2 14:58 J-158 JUNCTION 2.46 7.30 3.74 2 14:40 3.74 2 14:41 J-158A JUNCTION 2.46 7.30 3.74 2 14:40 3.74 2 14:41 J-15A JUNCTION 0.35 2.94 2.94 2 13:47 2.94 2 13:50 J-160 JUNCTION 2.47 7.30 3.74 2 14:38 3.74 2 14:38 J-161 JUNCTION 2.89 6.56 3.00 2 12:19 3.00 2 12:20 J-162 JUNCTION 2.97 7.31 3.75 2 12:05 3.75 2 12:06 J-163 JUNCTION 3.01 6.07 2.51 2 12:16 2.50 2 12:16
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J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.13 3.18 3.27 3.26 3.30 3.34 3.30 2.53 2.49 2.47 2.93 2.33 2.59 2.59 3.05 2.57 3.03 2.53 2.40 2.40 2.69 2.69 2.78 2.70 2.33 2.67 2.68 2.68 2.63 2.66 2.70 2.61 2.61 6.44 5.94 4.18 4.11 2.67 2.65 2.65 2.66 2.61 2.57 3.62 2.37 2.69 2.72 2.74 2.69 2.68 2.33 4.40 4.40 4.40 4.32 2.33 3.38 2.60 3.51 3.57 2.72 3.18 3.59 1.57 3.60 2.34 3.23 3.61 2.71 2.34 2.80 2.85 2.88 2.88 2.87 0.00 3.87 2.98 2.87 2.87
6.51 6.60 6.37 6.02 6.16 6.31 6.41 7.30 7.30 7.30 7.80 6.48 6.78 6.90 7.35 6.94 7.80 7.41 6.63 6.62 7.29 7.39 7.27 7.13 6.94 7.08 7.09 6.93 6.89 6.89 6.87 6.86 6.96 10.95 10.37 8.40 8.29 6.91 6.73 6.73 6.69 6.66 6.66 7.60 6.52 6.60 6.62 6.61 6.56 6.56 6.52 6.17 6.13 6.10 5.83 6.74 4.85 4.75 4.63 6.56 6.13 6.69 7.69 7.35 7.39 6.52 6.57 7.36 5.09 6.52 5.61 5.95 6.13 6.26 6.43 0.00 7.55 6.87 6.34 6.52
2.95 3.04 2.81 2.46 2.60 2.75 2.85 3.74 3.74 3.74 3.74 2.92 3.22 3.34 3.29 3.38 3.74 3.85 3.07 3.06 3.73 3.83 3.71 3.57 3.38 3.52 3.53 3.37 3.33 3.33 3.31 3.30 3.40 3.25 3.24 3.23 3.23 3.35 3.17 3.17 3.13 3.10 3.10 3.04 2.96 3.04 3.06 3.05 3.00 3.00 2.96 2.61 2.57 2.54 2.27 3.18 1.29 1.19 1.07 3.00 2.57 2.63 3.13 2.79 2.83 2.96 3.07 2.80 1.53 2.96 2.05 2.39 2.57 2.70 2.87 0.00 2.99 2.81 2.78 2.96
2 2 0 0 0 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 0 2 2 2 2
11:44 11:04 08:58 20:10 19:44 08:26 07:40 14:38 14:41 14:37 14:35 13:52 15:22 16:07 15:09 15:01 14:30 14:38 15:35 15:35 14:36 14:39 14:40 15:45 23:30 16:01 15:58 15:39 15:34 15:32 15:22 15:08 15:07 16:07 16:00 16:00 15:59 16:04 15:53 15:51 15:45 15:39 15:39 15:00 13:54 15:00 14:22 14:26 14:45 14:45 13:50 13:20 13:19 13:15 13:16 23:28 05:30 13:35 18:32 08:30 14:29 14:21 07:36 13:56 14:10 14:12 00:00 13:52 14:05 13:16 20:54 13:29 13:26 13:26 05:29 00:00 06:44 13:43 13:05 13:11
2.95 3.04 2.81 2.46 2.60 2.75 2.85 3.74 3.74 3.74 3.74 2.92 3.22 3.31 3.29 3.37 3.74 3.84 3.07 3.06 3.73 3.79 3.71 3.57 3.31 3.52 3.53 3.37 3.33 3.33 3.31 3.30 3.39 3.25 3.24 3.23 3.23 3.34 3.17 3.17 3.13 3.10 3.10 3.04 2.96 3.04 3.06 3.05 3.00 3.00 2.96 2.61 2.57 2.54 2.27 2.96 1.21 1.19 1.02 3.00 2.57 2.63 2.79 2.79 2.83 2.96 2.24 2.80 1.52 2.96 2.04 2.39 2.57 2.70 2.75 0.00 2.96 2.81 2.78 2.89
1 1 1 0 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 1 2 2 2 2 0 2 2 2 2
12:16 18:13 20:26 20:47 18:58 10:20 21:10 14:39 14:41 14:37 14:36 13:50 15:22 15:09 15:05 15:31 14:31 14:30 15:35 15:35 14:36 14:03 14:41 15:45 12:11 16:01 15:59 15:39 15:34 15:32 15:23 15:15 15:31 16:08 16:01 16:00 16:00 16:04 15:53 15:52 15:46 15:40 15:39 15:00 13:54 15:01 14:23 14:27 14:45 14:45 13:51 13:21 13:20 13:16 13:16 13:51 17:01 13:35 10:15 08:31 14:30 14:21 13:56 13:56 14:11 14:13 00:01 13:52 14:10 13:19 11:50 13:30 13:26 13:26 13:19 00:00 07:36 13:43 13:06 13:12
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J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.40 0.38 2.41 2.39 2.40 2.37 2.38 2.85 2.98 2.24 2.23 2.33 1.74 1.72 1.73 1.73 1.77 2.33 1.74 1.74 1.77 1.75 1.74 2.37 2.34 0.36 2.34 2.50 2.42 2.42 2.34 2.34 2.31 2.83 2.35 2.26 2.26 4.35 4.34 4.34 4.41 4.41 2.78 2.38 2.01 2.06 2.02 2.37 2.30 2.32 2.02 2.80 2.51 2.02 3.51 3.37 2.37 3.41 2.85 2.92 3.01 2.40 2.41 2.32 2.32 2.32 2.32 2.79 2.41 2.41 2.41 2.86 2.29 2.32 3.87 2.30 0.38 3.28 3.29 2.39
7.01 3.54 6.78 6.74 6.69 6.43 6.52 6.92 6.91 6.92 6.92 6.52 6.41 6.40 6.46 6.68 6.53 6.54 6.53 6.56 6.53 6.53 6.53 6.52 6.56 3.02 6.56 6.83 6.95 6.83 6.55 6.57 6.99 7.44 6.75 6.52 6.62 6.22 6.22 6.76 6.75 6.75 7.26 6.45 7.06 7.09 7.09 7.11 7.12 7.11 7.09 7.60 7.59 7.14 8.59 8.10 7.56 8.09 7.59 7.60 7.66 7.41 6.56 7.54 7.55 7.23 7.19 7.66 6.73 7.06 6.57 7.65 7.14 7.18 8.81 7.34 3.67 8.17 8.14 6.46
3.45 3.54 3.22 3.18 3.13 2.87 2.96 2.86 2.85 2.86 2.86 2.96 2.85 2.84 2.90 3.12 2.97 2.98 2.97 3.00 2.97 2.97 2.97 2.96 3.00 3.02 3.00 3.27 3.39 3.27 2.99 3.01 3.43 3.38 3.19 2.96 3.06 2.66 2.66 3.20 3.19 3.19 3.20 2.89 3.50 3.53 3.53 3.55 3.56 3.55 3.53 3.54 3.53 3.58 3.53 3.54 4.00 3.53 3.53 3.54 3.60 3.85 3.00 3.98 3.99 3.67 3.63 3.60 3.17 3.50 3.01 3.59 3.58 3.62 3.65 3.78 3.67 3.61 3.58 2.90
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2
13:18 13:17 13:39 13:42 13:44 13:33 15:08 13:32 13:34 13:31 13:32 15:05 13:21 13:17 12:57 19:37 12:41 14:54 12:43 12:46 12:40 12:27 11:52 13:47 13:34 13:35 23:50 14:48 13:56 14:01 13:47 13:24 14:34 14:48 14:30 12:37 12:30 15:48 15:46 19:47 16:17 16:17 16:14 15:25 14:20 14:13 14:10 13:44 13:40 13:39 14:06 13:36 13:59 20:23 13:42 13:35 21:07 13:28 13:30 13:31 13:11 21:36 16:08 12:55 12:56 13:26 13:35 13:46 01:11 17:58 16:14 13:50 13:49 14:14 14:22 22:01 14:21 14:11 17:22 16:07
3.45 3.53 3.22 3.18 3.13 2.87 2.96 2.86 2.85 2.86 2.86 2.96 2.85 2.84 2.90 3.01 2.97 2.97 2.97 2.99 2.97 2.97 2.97 2.96 3.00 3.02 3.00 3.27 3.39 3.27 2.99 3.01 3.43 3.38 3.19 2.96 3.02 2.66 2.66 3.08 3.19 3.19 3.20 2.89 3.50 3.53 3.53 3.55 3.56 3.55 3.53 3.54 3.53 3.53 3.53 3.54 4.00 3.53 3.53 3.54 3.60 3.84 3.00 3.98 3.99 3.67 3.63 3.60 3.08 3.20 3.00 3.59 3.58 3.62 3.65 3.65 3.67 3.61 3.56 2.90
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
13:16 13:05 13:41 13:42 13:45 13:34 15:09 13:33 13:35 13:32 13:32 15:05 13:21 13:18 12:58 19:46 12:42 14:42 12:45 12:39 12:40 12:27 12:27 13:47 13:37 13:29 00:00 14:49 13:56 14:01 13:48 13:23 14:34 14:49 14:31 12:34 12:31 15:49 15:47 19:37 16:17 16:18 16:14 15:25 14:21 14:14 14:11 13:44 13:41 13:40 14:07 13:36 13:59 13:57 13:42 13:35 22:23 13:29 13:30 13:32 13:12 19:28 16:09 12:56 12:56 13:27 13:36 13:46 23:28 18:34 17:06 13:51 13:58 14:14 14:21 14:21 14:20 14:12 16:04 16:08
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J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.32 2.33 2.33 3.85 2.37 2.43 2.45 2.39 2.41 2.42 5.12 3.22 5.05 0.56 3.24 3.29 3.27 3.94 4.03 3.97 3.96 5.32 3.82 3.83 5.33 3.83 4.38 3.89 4.37 4.68 5.12 4.68 4.77 4.77 5.09 5.07 4.29 4.06 4.53 3.46 4.08 3.46 3.61 3.42 3.68 3.58 3.56 3.54 3.43 3.59 3.70 3.67 3.61 3.71 2.03 2.04 2.03 3.67 4.11 2.03 2.03 2.04 4.35 2.11 2.19 2.67 4.96 5.32 5.34 5.08 5.33 2.67 5.16 3.71 3.93 0.43 0.43 3.79 4.17 4.27
7.07 7.06 7.13 8.40 7.41 6.74 6.77 6.46 6.96 7.37 8.94 7.54 8.76 3.40 6.82 6.85 6.88 6.82 6.79 6.69 6.68 8.06 7.45 8.06 8.33 8.10 6.79 8.14 6.79 7.09 7.52 7.28 7.40 7.41 8.79 8.08 6.43 6.92 8.11 6.81 6.81 6.76 6.61 6.63 6.91 6.75 6.80 6.65 6.51 6.33 6.65 6.51 6.99 6.12 6.45 6.93 6.57 7.62 7.18 6.42 6.46 6.57 6.92 6.37 6.34 7.76 6.76 8.04 8.08 8.08 11.44 7.76 8.08 6.21 6.70 3.00 3.04 6.68 7.15 7.91
3.51 3.50 3.57 3.34 3.85 3.18 3.21 2.90 3.40 3.81 3.40 3.98 3.38 3.40 3.29 3.29 3.32 3.26 3.23 3.13 3.12 3.00 3.89 3.00 3.27 3.04 3.23 3.08 3.23 3.53 3.53 3.72 3.84 3.85 5.23 4.52 2.58 3.36 4.55 3.25 3.25 3.20 3.05 3.07 3.17 3.18 3.24 3.09 2.95 2.77 3.09 2.95 3.43 2.56 2.89 3.37 3.01 2.56 3.47 2.86 2.90 3.01 2.96 2.81 2.78 3.00 3.20 4.48 4.52 4.52 7.88 3.00 4.52 2.65 3.14 3.00 3.04 3.12 3.30 3.88
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 0 3 3 3 3 0 3 3 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2
13:23 16:22 18:15 18:15 20:10 12:33 12:36 16:07 13:10 19:22 13:18 21:08 13:20 13:19 14:09 14:15 14:06 14:15 14:43 16:13 15:53 12:35 12:35 12:23 21:06 12:23 20:08 12:24 20:10 20:22 20:20 20:10 20:49 20:48 04:34 21:01 17:23 00:44 22:01 00:57 00:57 00:59 14:34 01:21 01:16 01:15 01:12 20:59 01:24 01:20 12:10 14:30 18:50 14:14 13:13 16:02 16:21 15:19 14:12 13:23 13:14 12:48 17:26 13:29 13:25 16:14 23:11 20:55 20:53 20:52 08:10 16:12 21:05 16:34 17:24 16:07 16:11 09:46 09:19 08:57
3.51 3.50 3.52 3.34 3.73 3.18 3.21 2.90 3.40 3.52 3.40 3.55 3.38 3.40 3.29 3.28 3.32 3.25 3.23 3.13 3.12 3.00 3.62 2.98 2.87 3.04 3.23 3.08 3.23 3.53 3.53 3.64 3.84 3.85 5.08 4.52 2.57 3.36 4.54 3.25 3.25 3.20 3.05 3.07 3.17 3.17 3.21 3.09 2.95 2.77 3.09 2.95 3.42 2.56 2.89 3.14 3.01 2.56 3.47 2.86 2.90 3.01 2.93 2.81 2.78 3.00 3.20 4.48 4.52 4.52 5.20 3.00 4.52 2.65 3.11 3.00 3.04 3.12 3.29 3.88
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 0 3 3 3 3 3 3 3 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 0 1 0
13:26 16:24 17:32 21:35 23:24 12:34 12:37 16:08 13:10 17:16 13:19 17:16 13:20 13:20 14:09 14:16 14:06 14:16 14:43 16:13 15:53 12:35 12:35 12:24 12:54 12:22 20:09 12:27 20:10 20:22 20:21 21:03 20:49 20:49 07:59 21:02 17:23 00:43 22:02 00:57 00:57 01:00 14:35 01:21 01:16 01:16 01:13 01:16 01:24 01:20 12:11 13:57 14:57 14:14 13:14 16:33 16:21 15:20 14:10 13:24 13:21 13:20 17:38 13:29 13:26 16:14 23:12 20:55 20:54 20:53 14:38 16:13 21:05 16:35 13:20 16:08 16:17 09:47 09:19 07:47
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J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.72 6.65 5.66 3.65 3.67 3.74 2.22 2.22 3.69 3.61 0.25 0.72 1.59 1.18 2.17 4.04 4.03 4.04 3.17 3.17 3.73 3.69 3.21 3.41 2.64 4.48 3.72 3.72 4.30 2.64 2.62 5.60 5.60 5.60 4.49 5.70 2.92 2.92 2.92 2.62 2.62 3.66 3.43 2.62 2.96 2.91 3.31 3.29 3.40 3.37 2.90 2.62 2.95 3.56 2.95 2.96 2.95 2.47 0.38 2.41 2.39 2.39 2.39 2.48 2.41 2.49 2.88 2.42 2.39 2.43 2.37 2.37 0.38 2.39 2.41 0.38 2.40 2.40 2.41 2.40
8.29 7.84 6.49 6.40 6.32 8.02 6.12 6.93 7.77 8.09 4.06 8.01 11.66 9.28 6.24 6.56 6.68 6.59 4.46 4.46 8.01 7.10 6.56 7.10 7.74 8.10 7.25 7.30 7.74 7.74 7.72 8.90 9.15 9.14 7.97 8.67 6.60 6.60 6.60 7.76 7.73 7.62 7.77 7.72 6.20 6.06 6.56 5.57 6.31 6.50 6.20 7.73 6.86 6.86 6.86 6.45 6.35 6.50 3.05 6.50 6.50 6.81 6.50 6.52 7.08 6.54 7.00 6.50 7.08 6.52 6.57 7.24 3.05 6.45 6.52 2.96 6.48 6.83 6.47 6.45
3.89 -0.10 -0.49 2.84 2.76 4.02 2.56 3.37 2.71 3.03 4.06 4.01 3.03 3.04 2.68 3.00 3.12 3.03 0.90 0.90 4.01 3.04 3.00 3.04 2.98 3.04 3.19 3.24 3.18 2.98 2.96 2.84 3.09 3.08 3.10 3.11 3.04 3.04 3.04 3.00 2.97 2.56 3.01 2.96 2.64 2.50 3.00 2.01 2.25 2.44 2.64 2.97 3.30 3.30 3.30 2.89 2.79 2.94 3.05 2.94 2.94 3.25 2.94 2.96 3.52 2.98 2.94 2.94 3.52 2.96 3.01 3.68 3.05 2.89 2.96 2.96 2.92 3.27 2.91 2.89
2 2 0 1 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 1 2 1 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
10:00 09:46 08:52 04:57 20:48 00:00 14:55 13:10 18:09 22:21 22:21 14:03 16:32 15:27 19:14 15:21 14:09 14:09 08:49 08:49 00:00 07:29 09:11 08:57 16:01 18:36 12:55 09:33 10:38 16:01 15:31 01:06 00:16 00:16 01:06 12:17 12:59 12:59 12:59 14:56 14:55 15:19 22:50 15:33 13:00 12:14 07:55 09:22 12:21 12:13 07:18 15:38 12:15 12:15 12:15 12:31 12:32 16:01 17:59 16:00 16:00 22:23 16:02 16:07 13:49 16:11 15:41 15:40 13:50 15:38 17:58 17:58 17:59 14:34 13:48 13:53 13:50 12:11 14:18 14:22
3.89 -0.28 -0.67 2.84 2.75 1.04 2.56 3.21 2.70 3.01 3.09 4.01 3.02 3.03 2.67 3.00 2.90 2.93 0.83 0.83 0.62 3.04 3.00 3.04 2.98 3.04 3.19 3.19 3.18 2.98 2.96 2.84 2.41 2.41 3.09 3.10 3.04 3.04 3.04 2.99 2.97 2.56 3.01 2.96 2.64 2.50 3.00 2.00 2.25 2.44 2.64 2.97 3.30 3.30 3.30 2.89 2.79 2.94 2.98 2.94 2.94 3.06 2.94 2.96 3.52 2.98 2.94 2.94 3.52 2.96 3.01 3.49 2.97 2.89 2.96 2.96 2.92 3.07 2.91 2.89
1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 0 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 1 2 0 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:08 20:57 11:01 21:21 05:21 07:51 14:56 13:11 18:10 18:35 19:47 14:04 19:50 18:34 19:15 14:07 15:10 12:21 08:50 08:50 08:50 10:11 09:10 09:14 16:02 22:06 12:55 12:55 10:39 16:02 15:31 00:15 12:18 12:18 01:06 12:18 13:00 13:00 13:00 14:56 14:54 15:20 22:17 15:34 07:43 12:14 08:44 10:17 10:18 12:21 12:36 15:38 12:16 12:16 12:16 12:31 12:34 16:02 16:36 16:00 16:01 22:22 16:02 16:08 13:49 16:11 15:42 15:41 13:51 15:29 17:58 18:42 16:36 14:34 13:48 13:53 14:05 12:11 14:19 14:23
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J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.44 3.43 3.36 2.36 3.36 4.37 4.38 4.38 3.39 2.35 0.72 0.71 0.68 0.64 0.59 0.52 2.29 2.29 3.35 3.27 3.33 3.18 3.19 3.24 3.24 3.25 2.41 2.56 2.59 2.38 2.46 2.43 2.60 2.46 2.55 2.55 2.55 2.44 4.62 2.43 2.66 2.60 2.59 2.58 1.66 4.71 4.59 3.49 4.72 4.78 3.57 4.92 5.40 5.48 5.60 5.22 3.60 3.24 5.14 2.39 3.56 5.35 3.78 2.21 2.21 2.21 2.30 2.43 2.28 2.39 2.42 2.44 2.26 2.43 2.43 2.29 2.32 2.35 2.26 2.20
7.41 7.35 7.21 6.99 7.21 7.56 7.10 7.10 7.21 6.99 6.19 6.27 6.21 6.01 5.86 5.87 3.28 5.19 7.56 7.14 6.85 6.80 6.81 7.05 6.75 6.85 6.93 6.91 6.86 7.07 6.88 6.99 7.01 7.07 7.24 7.35 7.33 7.42 10.79 7.09 7.74 7.77 7.77 7.77 6.57 7.42 7.42 6.31 7.42 7.40 6.86 7.55 7.88 8.05 8.20 7.88 6.28 6.66 8.66 6.46 7.70 8.06 7.62 7.22 7.30 7.07 6.93 7.10 6.86 6.89 6.86 6.85 6.85 13.55 7.11 6.86 6.86 6.86 6.87 6.90
2.85 2.79 2.65 3.43 2.65 3.00 2.54 2.54 2.65 3.43 3.63 3.71 3.65 3.45 3.30 3.31 0.72 2.63 4.00 2.58 3.29 3.24 3.25 3.49 3.19 3.29 3.37 3.35 3.30 3.51 3.32 3.43 3.45 3.51 3.68 3.79 3.77 3.86 7.23 3.53 2.98 3.01 3.01 3.01 3.01 2.66 2.66 2.75 2.66 2.64 3.30 2.64 2.52 2.58 2.63 2.52 2.72 3.10 3.10 2.90 3.14 3.00 2.56 3.66 3.74 3.51 3.37 3.54 3.30 3.33 3.30 3.29 3.29 9.99 3.55 3.30 3.30 3.30 3.31 3.34
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 0 0 2 1 0 2 1 0 1 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2
14:26 14:35 15:03 14:29 15:02 00:42 15:06 15:07 15:00 14:31 13:21 15:44 15:19 12:13 14:29 14:18 12:11 00:00 21:07 15:00 21:51 08:01 09:23 12:17 21:49 20:58 12:35 13:57 13:42 13:48 13:26 13:27 13:26 13:43 12:55 12:31 01:05 00:51 00:22 13:44 15:39 15:40 15:41 15:41 15:41 15:19 15:19 13:24 15:18 15:58 22:36 15:59 16:01 15:49 15:48 16:01 20:25 12:18 12:18 16:07 14:36 12:36 14:54 12:52 12:32 12:28 12:25 13:58 04:28 16:09 12:18 16:10 12:17 22:47 13:25 12:16 12:04 12:19 12:06 12:05
2.85 2.79 2.65 3.43 2.65 1.96 2.54 2.54 2.65 3.43 3.63 3.71 3.65 3.45 3.29 3.28 0.60 0.61 4.00 2.58 3.29 3.24 3.25 3.49 3.19 3.29 3.37 3.35 3.30 3.51 3.32 3.43 3.45 3.51 3.68 3.74 3.68 3.86 7.23 3.53 2.98 3.01 3.01 3.01 3.01 2.66 2.66 2.71 2.66 2.64 2.82 2.64 2.52 2.58 2.63 2.52 2.70 3.10 3.09 2.90 3.14 3.00 2.56 3.66 3.70 3.51 3.36 3.54 3.30 3.32 3.30 3.29 3.29 7.34 3.54 3.30 3.29 3.30 3.30 3.33
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 0 0 0 2 1 1 1 0 0 0 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2
14:26 14:35 15:03 14:29 15:03 01:52 15:07 15:07 15:01 14:31 13:22 16:58 16:30 12:13 12:00 12:12 21:00 21:00 21:07 15:01 09:40 08:15 08:15 19:50 20:19 09:11 12:35 13:58 13:42 13:48 13:26 13:28 13:26 13:43 12:56 12:35 12:56 00:52 00:22 13:45 15:39 15:41 15:41 15:42 15:42 15:19 15:19 13:23 15:19 15:43 20:16 15:59 16:01 15:50 15:49 16:01 13:09 12:18 12:18 16:07 14:30 12:36 14:54 12:52 12:35 12:28 12:25 13:42 12:17 19:19 12:08 12:13 12:17 14:26 13:19 12:17 12:11 12:19 12:06 12:05
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J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.18 2.31 2.42 2.16 1.22 3.51 2.54 1.22 1.23 1.18 1.17 1.17 1.18 1.19 1.19 3.10 1.20 1.26 1.25 3.02 1.25 1.24 1.00 3.02 3.09 0.99 0.99 0.98 0.98 0.97 5.51 0.37 0.38 0.40 0.40 3.12 0.40 8.19 3.14 3.60 3.23 3.24 3.24 3.22 2.40 2.40 2.39 2.39 2.39 2.38 2.40 2.40 4.48 4.44 3.58 3.30 3.31 3.26 3.26 3.72 2.36 2.36 2.84 2.96 3.86 2.84 3.06 3.27 2.69 4.44 5.47 6.00 3.65 3.80 3.35 3.22 3.29 9.21 4.37 3.09
6.91 6.88 6.88 6.86 7.04 7.07 7.09 6.25 6.18 6.18 6.25 6.13 6.18 6.22 6.23 7.80 6.27 6.28 6.26 7.80 6.25 6.22 5.95 14.06 7.80 5.76 5.66 6.05 6.60 6.30 6.58 1.24 1.44 1.70 1.77 7.30 2.06 12.00 7.27 6.00 8.23 5.57 5.66 5.87 6.46 6.46 6.42 6.41 6.37 6.28 6.50 6.77 7.70 7.01 6.35 7.56 7.56 9.50 6.54 8.00 6.22 6.32 8.18 7.63 7.05 5.88 7.25 7.22 6.75 6.00 8.12 8.13 4.96 4.92 7.10 4.30 4.31 10.04 7.72 7.04
3.35 3.32 3.32 3.30 3.44 3.47 3.53 2.65 2.58 2.58 2.65 2.53 2.58 2.62 2.63 3.74 2.67 2.68 2.66 3.74 2.65 2.62 2.35 10.00 3.74 2.16 2.06 2.45 3.00 2.70 -2.42 -2.36 -2.16 -1.90 -1.83 3.24 -1.54 3.50 3.21 1.94 4.67 2.01 2.10 2.31 2.90 2.90 2.86 2.85 2.81 2.72 2.94 3.21 3.24 2.64 2.79 4.00 4.00 6.00 3.04 4.00 2.66 2.76 4.62 4.07 3.49 4.52 3.19 2.66 3.19 2.44 2.19 2.19 0.90 0.86 2.54 0.74 0.75 1.04 4.16 3.04
2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2
12:03 13:18 13:20 12:04 13:41 08:18 13:43 12:29 13:13 14:08 13:33 13:34 13:37 13:39 13:41 14:42 13:41 13:51 13:46 14:47 13:43 13:33 12:26 22:47 14:34 13:27 12:50 13:25 12:50 13:54 12:15 12:15 12:15 12:15 12:15 15:06 12:14 21:50 15:06 12:32 03:46 12:38 22:56 22:55 16:09 16:10 15:55 16:02 16:01 15:59 15:51 21:36 19:47 15:45 20:23 00:00 00:00 23:06 09:34 00:00 15:57 13:09 20:18 20:31 19:13 21:00 15:01 14:58 15:05 22:58 12:22 00:45 08:50 08:49 15:05 20:52 20:36 12:16 12:12 15:01
3.35 3.32 3.32 3.30 3.44 3.45 3.53 2.65 2.58 2.58 2.63 2.52 2.58 2.62 2.63 3.74 2.67 2.68 2.66 3.74 2.65 2.62 2.35 5.89 3.74 2.16 2.06 2.44 3.00 2.69 -2.43 -2.37 -2.16 -1.90 -1.83 3.24 -1.54 3.50 3.21 1.94 4.67 2.01 2.09 2.26 2.90 2.90 2.86 2.85 2.81 2.72 2.94 3.00 2.92 2.64 2.77 0.73 1.33 6.00 3.04 0.72 2.66 2.75 4.62 4.06 3.48 4.52 3.19 2.66 3.19 2.44 2.19 2.19 0.89 0.84 2.54 0.70 0.71 1.00 4.15 3.04
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2
12:03 13:19 13:21 12:04 15:39 01:06 13:44 13:19 13:13 14:09 13:07 13:36 13:37 13:40 13:42 14:43 13:42 13:51 13:46 14:48 13:43 13:34 12:26 22:18 14:35 13:28 12:50 12:11 13:40 13:25 12:16 12:15 12:15 12:15 12:15 15:06 12:15 16:52 15:07 12:32 23:46 12:38 22:57 22:47 16:09 16:10 15:55 16:03 16:01 16:00 15:52 20:11 20:09 15:46 13:09 12:15 12:15 09:44 07:30 21:11 15:58 13:09 19:47 20:42 19:13 21:01 15:02 14:58 15:06 23:01 12:23 12:23 08:50 08:50 15:05 20:46 08:54 12:15 12:35 15:02
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J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
3.73 3.73 3.73 0.00 0.00 3.73 3.73 0.00 5.22 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 2.29 3.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.30 1.70 1.71 0.00 6.10
4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.43 2.52 0.00 8.09
0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 0.93 1.02 -1.00 -7.91
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:04 12:16 12:16 00:00 12:09
0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 0.90 0.98 -1.00 -7.93
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:05 12:15 12:15 00:00 12:18
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 7.26 0 13:26 0 2.66 -1.866 J-104 JUNCTION 2.94 7.08 3 00:35 0.285 2.28 32.019 J-106 JUNCTION 0.00 5.76 3 00:38 0 0.421 14.613 J-109 JUNCTION 0.00 10.23 3 00:16 0 2.74 0.106 J-11 JUNCTION 0.00 18.31 3 00:16 0 3.77 7.888 J-110 JUNCTION 3.51 6.92 2 12:05 0.312 1.11 0.702 J-113 JUNCTION 0.00 11.45 3 00:36 0 3.11 11.376 J-114 JUNCTION 0.00 16.89 2 19:09 0 3.87 1.860 J-118 JUNCTION 0.00 20.34 3 04:08 0 5 0.190 J-12 JUNCTION 0.00 18.63 3 01:37 0 3.29 2.354 J-121 JUNCTION 3.50 4.26 2 11:08 0.294 0.428 6.442 J-126 JUNCTION 7.84 7.84 2 12:15 0.844 0.91 0.217 J-126A JUNCTION 0.00 3.07 2 15:57 0 0.176 0.000 J-127 JUNCTION 0.00 2.60 3 00:18 0 0.765 0.072 J-128 JUNCTION 0.00 3.29 3 00:18 0 0.773 0.235 J-129 JUNCTION 6.28 11.46 2 16:03 0.559 2.87 -6.016 J-130 JUNCTION 0.00 10.41 2 16:40 0 5.24 0.342 J-131 JUNCTION 0.00 7.15 2 15:17 0 5.06 0.304 J-132 JUNCTION 4.75 6.18 2 12:14 0.434 3.03 3.955
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
% % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 18 of 63
J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-158A J-15A J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 5.63 0.00 0.00 1.01 4.84 0.00 0.00 0.00 7.76 0.00 0.00 0.00 2.21 0.00 1.44 0.00 1.26 2.38 0.00 0.00 1.62 1.48 0.00 0.00 0.00 0.00 3.08 2.72 0.00 4.77 0.00 4.97 0.00 3.62 0.00 0.00 0.00 6.03 0.00 0.00 2.32 0.00 0.00 1.95 3.35 0.00 2.54 0.00 4.00 0.00 0.00 3.62 0.00 0.00 2.46 0.00 3.01 0.00 2.85 0.00 1.95 2.00 3.65 0.00 4.88 3.89 3.58 0.00 4.90 0.00 0.00 0.00 0.00 0.00 0.00 3.23 2.98
3.58 4.90 4.91 6.57 6.90 4.05 23.37 4.84 5.07 4.28 4.64 26.73 20.91 8.08 9.75 6.99 9.39 9.34 6.98 6.69 8.32 12.20 4.84 4.92 3.32 4.45 2.66 5.14 8.42 32.41 18.43 14.41 19.72 17.61 23.77 14.69 23.15 18.74 28.82 24.40 7.25 4.33 27.90 7.18 5.96 5.12 7.53 4.21 3.70 15.24 12.95 5.77 9.39 22.25 33.06 26.80 4.04 5.27 4.07 7.29 11.50 15.27 6.80 10.17 4.48 5.41 17.84 20.27 41.76 3.74 4.74 4.90 3.26 24.78 3.11 5.10 5.10 5.10 11.61 6.92
3 3 3 2 3 2 2 2 1 3 3 3 3 3 3 2 0 3 2 2 1 2 0 0 1 3 2 2 3 2 2 2 3 3 3 2 2 2 2 2 2 2 2 3 1 3 3 2 3 3 3 2 2 2 2 2 2 3 3 2 3 2 3 1 2 1 2 1 2 2 1 2 0 3 2 2 2 2 2 2
01:03 01:09 00:59 12:15 00:15 06:09 23:50 12:15 17:33 01:30 00:59 01:30 01:44 01:04 01:08 15:03 09:45 00:09 15:49 13:14 09:39 12:13 23:42 22:13 19:04 03:27 11:25 06:30 03:34 22:58 11:23 11:23 00:29 00:29 01:49 11:30 11:01 11:01 11:19 11:19 12:15 07:50 22:59 04:11 12:56 05:39 03:57 09:24 05:23 03:57 04:55 12:15 10:30 10:13 11:32 10:14 07:37 05:08 05:09 23:15 01:33 05:29 01:33 23:22 02:08 09:18 03:00 23:29 23:46 12:09 10:37 12:15 17:44 00:09 05:30 13:35 13:35 13:35 05:59 10:08
0 0 0 0.522 0 0 0.0754 0.447 0 0 0 0.917 0 0 0 0.204 0 0.125 0 0.107 0.222 0 0 0.13 0.115 0 0 0 0 0.268 0.231 0 0.447 0 0.445 0 0.306 0 0 0 0.613 0 0 0.216 0 0 0.177 0.334 0 0.24 0 0.345 0 0 0.329 0 0 0.188 0 0.249 0 0.235 0 0.177 0.182 0.306 0 0.428 0.398 0.29 0 0.425 0 0 0 0 0 0 0.267 0.29
2.55 3 2.62 2.61 2.54 0.355 1.91 2.22 1.86 1.79 1.71 3.47 1.3 0.16 2.15 5.17 5.19 5.48 5.45 5.61 5.75 6.68 1.36 1.24 0.612 0.713 0.261 1.58 2.2 2.17 0.877 0.597 1.43 0.784 0.862 0.501 1.58 1.32 1.59 1.24 1.37 1.26 0.58 1.48 1.28 1.57 2.27 0.998 0.838 1.42 1.04 0.796 1.5 2.04 3.29 1.46 1.1 1.21 1.18 1.46 3.56 3.3 0.7 0.618 0.473 1.09 1.55 4.41 2.01 0.573 0.969 1.28 1.22 0.583 1.03 2.15 1.49 1.54 1.86 1.83
7.538 3.525 4.798 0.122 2.626 4.727 3.478 0.455 4.125 6.806 10.575 -0.009 0.210 0.617 1.913 -0.372 -0.373 4.113 3.084 2.065 0.113 2.335 10.851 11.577 17.189 30.038 55.025 4.108 -2.223 1.528 0.313 -2.713 0.485 -0.483 0.564 8.775 0.140 0.000 0.491 -3.075 7.103 6.351 -0.256 -0.973 1.353 6.960 0.000 13.764 15.629 0.124 0.319 -10.214 7.970 -1.013 -0.036 0.090 6.804 4.160 8.996 8.353 1.169 8.174 10.930 18.952 2.511 4.163 5.411 1.757 0.740 -8.484 3.775 -17.875 -0.028 0.041 0.149 -0.144 -1.045 -0.387 -2.126 -2.080
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 19 of 63
J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 3.11 0.00 0.00 0.00 0.00 0.00 0.00 3.39 0.00 0.00 0.00 0.00 0.00 1.97 0.00 6.17 0.00 0.00 0.00 1.23 0.00 0.00 1.24 0.00 0.00 3.31 3.31 3.21 0.00 3.04 0.00 2.57 0.00 2.56 0.00 0.00 3.85 0.00 0.00 2.51 0.00 0.00 0.00 0.00 0.00 6.87 0.00 6.77 0.00 0.00 3.65 0.00 3.51 0.00 0.00 4.42 0.00 0.00 0.00 0.00 2.87 0.00 0.00 5.02 0.00 0.00 0.00 3.24 0.00 0.00 4.97 0.00 2.85 0.00 0.00 3.99 0.00
28.17 23.47 13.28 28.37 11.11 35.20 4.50 20.19 4.18 5.22 5.28 6.39 16.09 0.00 33.35 26.33 22.04 21.18 11.99 10.12 8.00 7.96 7.18 22.03 3.41 20.80 15.23 16.58 24.05 30.38 10.92 14.49 20.37 17.50 4.68 24.12 20.58 19.32 3.34 27.40 19.06 6.96 13.17 10.63 7.92 2.77 4.12 3.29 19.94 20.45 10.75 4.99 3.11 16.83 10.05 11.10 28.40 20.21 26.46 25.12 7.39 5.62 4.24 5.26 5.93 5.95 7.20 5.20 5.04 8.26 30.22 27.33 6.58 13.70 16.11 15.89 8.62 5.19 4.45 4.63
1 2 2 3 0 2 2 3 2 2 2 2 0 0 1 2 3 3 2 2 1 2 2 2 3 2 3 2 2 3 2 2 2 2 3 3 2 2 3 2 2 3 3 3 3 3 3 3 2 2 2 3 2 3 3 2 2 3 3 3 3 3 3 1 1 1 3 2 2 3 3 3 3 3 3 3 2 2 3 3
16:12 07:36 06:46 00:29 00:00 05:00 20:54 00:18 14:04 01:44 02:30 01:42 23:56 00:00 13:47 04:51 01:21 01:21 18:11 18:12 23:29 08:58 01:17 00:58 01:16 00:58 05:15 10:35 10:35 00:27 08:18 07:46 20:10 20:52 04:35 00:28 20:32 20:48 04:22 20:55 20:55 00:20 00:12 00:13 01:33 01:44 01:06 01:30 11:03 11:03 12:15 00:30 11:25 01:01 00:58 23:17 21:03 00:41 02:12 02:12 00:01 01:03 00:22 19:55 00:53 04:14 00:44 23:18 09:04 01:00 00:03 00:47 00:07 03:19 03:19 01:06 05:28 04:26 01:26 01:25
0 0 0 0.305 0 0 0 0 0 0 0.317 0 0 0 0 0 0.179 0 0.601 0 0 0 0.104 0 0 0.105 0 0 0.286 0.311 0.273 0 0.277 0 0.243 0 0.222 0 0 0.349 0 0 0.245 0 0 0 0 0 0.658 0 0.63 0 0 0.347 0 0.344 0 0 0.363 0 0 0 0 0.315 0 0 0.537 0 0 0 0.321 0 0 0.501 0 0.256 0 0 0.408 0
4.81 0.453 3.65 1.16 0.00334 4.17 1.47 0.46 1.77 1.77 1.89 1.88 3.57 0 6.13 4.39 1.93 0.946 1.61 0.373 1.84 1.78 1.85 2.06 0.652 4.72 4.08 3.1 3.09 1.43 2.93 3.47 0.925 0.416 1.73 0.653 1.01 0.597 0.765 1.19 0.728 0.521 0.448 0.12 1.93 0.952 0.993 0.958 1.68 1.32 1.38 0.993 0.999 1.6 1.3 1.67 2.04 1.87 1.23 0.821 0.817 1.4 0.67 1.06 1.09 1.4 1.58 1.27 1.59 1.6 3.44 0.81 3.56 5.29 4.17 4.72 1.58 1.23 1.27 1.12
-2.599 -3.334 1.431 0.933 80.905 2.525 0.151 0.307 4.864 4.337 -1.542 1.581 0.049 0.000 -0.404 -2.482 -0.267 -0.145 5.041 0.000 4.661 -0.558 3.280 3.477 11.451 -4.120 0.364 -0.529 1.019 0.480 0.788 1.176 -0.340 0.476 3.704 -0.361 0.077 0.266 7.167 0.205 0.114 14.256 5.376 -0.278 2.492 21.721 12.473 19.026 0.253 0.000 -0.529 3.958 18.806 0.240 0.043 5.605 5.479 1.411 0.000 0.319 -0.232 5.636 0.573 0.922 1.882 16.935 -1.158 6.026 2.638 -5.012 -1.330 0.126 -4.978 -2.464 0.728 8.542 2.660 23.046 15.039 18.182
% % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 20 of 63
J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.04 4.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.23 0.00 0.00 3.86 0.00 0.00 0.00 0.00 2.47 4.82 2.41 0.00 7.94 0.00 0.00 0.00 0.00 5.11 0.00 4.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.11 3.55 0.00 3.98 0.00 0.00 0.00 1.24 0.00 0.00 0.00 0.00 5.95 0.00 0.00 0.00 0.00 0.00 1.06 0.79 0.00 0.00 0.69 0.93 2.82 1.95 0.00 0.00 0.00 2.29 3.05 0.00 0.00 0.78 0.00 1.52 3.61 0.00 0.00 7.34 0.00 0.00 0.00 5.35
67.82 21.73 18.57 3.94 4.56 5.29 17.77 17.26 17.61 11.61 8.80 7.89 33.99 26.17 9.87 9.14 14.82 25.28 9.87 17.31 13.44 39.83 29.08 5.31 4.44 22.55 23.27 20.04 38.47 29.13 21.42 8.09 7.19 8.34 8.14 8.33 10.21 3.86 7.08 18.23 5.59 45.70 31.43 22.85 17.91 22.02 17.99 19.67 37.49 27.24 31.30 27.48 127.27 19.93 14.02 58.35 82.79 77.65 74.87 47.74 35.11 26.10 17.76 19.80 31.35 22.76 20.21 15.78 10.96 22.40 17.27 9.77 20.04 19.36 7.97 28.85 9.58 9.58 8.18 13.27
3 3 3 3 2 2 3 3 3 3 3 2 2 2 2 2 3 2 3 2 2 2 3 2 1 2 3 2 0 1 0 0 0 0 0 3 2 0 1 2 3 2 2 2 0 2 0 2 0 0 1 1 2 0 2 3 0 0 3 0 0 1 3 1 0 1 0 3 2 2 2 2 2 2 2 3 2 2 2 2
01:20 00:10 00:28 00:45 23:50 23:58 01:11 01:11 01:19 00:19 00:01 22:45 21:39 21:39 21:40 23:06 00:05 10:03 03:19 23:38 23:38 23:54 00:28 23:37 22:48 10:03 00:16 22:55 22:15 20:39 09:40 21:43 17:06 08:32 15:19 00:50 12:08 21:38 15:20 12:35 02:34 21:06 12:34 18:13 20:37 23:13 20:38 07:06 14:13 17:59 16:55 22:20 07:48 10:32 13:15 00:25 15:02 08:26 00:26 11:22 11:22 17:02 00:32 18:51 14:36 15:28 20:59 05:11 18:20 19:48 13:55 12:15 16:57 16:57 15:26 00:40 14:09 19:20 11:56 12:09
0.297 0.513 0 0 0 0 0 0 0 0.303 0 0 0.362 0 0 0 0 0.212 0.528 0.232 0 0.774 0 0 0 0 0.49 0 0.41 0 0 0 0 0 0 0 0.425 0.322 0 0.404 0 0 0 0.0948 0 0 0 0 0.631 0 0 0 0 0 0.183 0.169 0 0 0.14 0.157 0.239 0.201 0 0 0 0.221 0.287 0 0 0.147 0 0.171 0.416 0 0 0.665 0 0 0 0.632
1.76 1.04 0.448 0.791 0.863 1.06 0.397 0.475 0.621 1.48 2.82 1.5 1.64 0.652 0.144 1.43 5.81 1.69 2.45 1.1 0.708 7.25 2.48 1.46 1.49 0.526 2.32 1.59 3.65 2.29 1.5 0.413 1.32 1.59 1.2 1.45 2.1 0.871 2.47 9.3 1.56 4.07 1.85 4.65 6.34 5.1 6.51 6.67 9.92 3.08 8.52 9.08 23.6 5.73 4.37 14.6 18.3 16.7 16.4 12.2 10.4 9.7 3.14 3.15 10.5 8.22 7.58 7.22 7.15 10.5 6.65 2.2 1.24 0.665 0.804 4.46 3.49 0.793 0.797 1.18
-1.382 -0.295 0.749 11.599 10.923 3.246 0.786 0.650 -1.157 9.369 1.655 3.222 1.632 -0.241 -0.129 1.491 -2.036 -0.775 0.782 0.269 0.172 -2.904 0.956 7.913 8.969 -0.102 -1.627 0.414 0.547 -0.061 4.699 0.242 12.369 8.367 2.084 -3.684 -7.215 -19.084 8.694 0.203 -0.585 3.920 -7.343 -0.824 2.840 4.306 2.347 -0.039 1.078 0.000 -0.015 0.139 -0.181 0.372 9.917 -3.477 -11.688 -7.160 -2.203 -7.382 -5.056 -6.313 3.115 7.620 2.928 1.382 -3.866 2.092 4.172 7.093 8.064 8.011 -3.751 0.539 2.154 0.214 14.837 6.380 11.439 5.968
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 1.31 1.36 0.00 3.18 0.00 1.29 0.00 0.00 3.88 3.28 1.10 0.00 0.00 0.00 0.69 0.00 0.00 3.04 2.39 0.00 1.57 0.00 0.00 3.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.36 0.00 6.51 0.00 0.00 0.00 3.66 5.01 0.00 0.00 0.00 0.00 6.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.77 0.00 0.00 2.47 6.92 0.00 0.00 0.00 0.00 2.27 0.00 0.00 3.98 0.00
29.72 10.93 9.48 3.16 5.89 9.68 65.16 145.51 150.73 14.29 6.18 9.05 32.45 9.82 5.99 25.55 19.95 32.88 41.16 14.20 19.32 30.06 28.59 82.21 33.05 27.98 14.09 126.66 106.83 10.21 11.51 11.62 21.19 45.71 17.07 16.88 2.37 1.93 61.46 5.05 6.00 5.71 26.28 3.95 29.32 27.42 5.32 21.07 43.30 43.29 17.97 17.97 2.14 11.02 33.30 11.34 11.34 19.74 19.74 25.17 14.04 6.15 5.44 6.75 8.54 6.93 12.55 7.98 8.32 14.65 12.20 4.75 11.99 3.98 4.99 3.64 9.37 10.74 31.27 30.36
2 2 2 3 2 1 0 2 3 3 2 3 2 3 2 2 0 0 2 2 0 2 2 0 3 2 3 2 2 2 3 2 2 2 2 2 2 2 0 3 1 3 3 3 3 3 1 3 2 3 2 2 3 2 2 2 2 3 3 3 2 2 2 1 2 2 2 0 2 3 0 2 0 2 2 3 3 3 3 3
13:09 12:10 12:07 05:42 12:15 21:23 07:58 08:11 03:16 05:43 12:05 02:17 13:21 01:11 11:45 17:36 00:02 09:10 10:14 20:59 08:52 13:35 14:30 00:00 00:29 19:58 01:50 19:36 22:21 15:54 00:28 18:05 22:21 15:21 15:21 15:21 09:33 08:51 00:00 01:59 09:17 01:56 05:29 01:39 01:31 01:31 22:00 05:29 10:59 02:20 09:49 09:49 00:39 10:08 14:42 11:57 11:57 04:13 04:13 01:26 22:50 10:42 14:35 22:44 12:41 13:16 14:25 08:35 14:35 03:46 22:44 11:58 22:47 11:04 22:29 03:16 03:48 01:13 00:29 01:48
0 0.148 0.153 0 0.359 0 0.151 0 0 0.399 0.293 0.198 0 0 0 0.123 0 0 0.356 0.223 0 0.138 0 0 0.338 0 0 0 0 0 0 0 0 0.907 0 0 0 0 0 0 0 0 0.226 0 0.606 0 0 0 0.333 0.436 0 0 0 0 0.589 0 0 0 0 0 0 0 0 0 0 0 0.266 0 0 0.205 0.803 0 0 0 0 0.211 0 0 0.409 0
5.72 1.04 1.13 0.0374 3.33 3.11 6.83 6.7 8.47 0.894 1.07 3.53 6.24 0.324 0.185 5.67 5.8 27.3 27.9 22.9 23 23.3 23.3 23.3 1.92 1.03 3.34 3.22 0.625 1.08 1.12 1.15 1.38 1.13 0.106 0.21 0.124 0.0627 1.77 1.41 2.49 2.08 0.952 2.01 2.07 1.21 1.18 0.107 0.947 2.43 0.348 0.338 0.0317 0.432 2.29 0.699 0.766 0.429 0.297 1.76 2.19 0.54 1.24 1.34 3.15 2.51 2.28 1.99 2.3 1.61 2.46 0.149 1.34 1.19 1.12 0.879 0.955 1 2.38 1.26
17.524 6.058 3.305 -2.709 -0.697 -0.184 0.102 -8.716 0.000 6.222 -3.095 17.195 -6.960 3.136 -0.007 -13.158 14.675 0.801 -0.526 -0.330 -0.303 0.453 0.508 0.044 0.824 0.000 16.828 18.207 -45.953 1.098 2.962 1.927 -7.105 0.666 2.928 1.430 1.475 0.000 0.221 2.234 -0.361 7.651 1.486 0.000 -1.674 0.736 23.456 2.396 0.033 -0.042 1.341 1.382 46.758 -10.715 0.146 -0.165 -0.151 1.344 0.768 -0.541 5.900 0.572 19.714 13.804 -1.431 0.358 4.268 7.162 11.479 4.572 -0.131 -5.805 -0.729 11.434 11.769 24.421 1.892 12.360 -0.598 1.058
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 22 of 63
J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 4.17 5.36 1.93 3.48 1.06 0.00 2.63 2.07 0.00 0.00 0.00 3.96 0.00 4.65 0.00 2.32 1.38 8.44 3.26 0.00 3.01 0.00 3.74 0.00 0.00 5.38 0.00 2.61 1.96 0.00 2.31 0.00 0.00 0.00 0.00 0.00 0.00 3.58 0.00 0.00 0.00 0.00 4.21 3.01 3.48 2.19 0.00 0.00 0.00 2.78 0.00 1.88 0.00 0.00 0.00 0.00 3.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.74 0.00 0.00 0.00 0.00 2.32 0.00 0.00 0.00 3.83 0.00 0.00 4.65
8.13 4.99 8.71 3.08 12.79 7.87 6.90 4.58 32.74 25.62 7.48 17.81 10.79 9.81 29.89 27.84 8.59 14.04 11.11 11.19 16.64 5.10 15.01 6.92 77.91 16.85 9.16 4.36 4.26 3.02 3.05 4.11 7.06 7.47 4.94 8.11 4.51 9.91 4.38 11.37 11.93 5.59 5.50 4.21 5.19 7.68 6.30 11.84 7.58 14.66 12.15 5.22 47.96 24.50 24.50 33.13 10.48 6.19 3.58 6.29 8.92 21.28 15.21 53.67 69.55 18.41 8.72 30.60 20.97 14.32 78.49 8.04 25.51 99.11 23.98 9.83 14.82 15.74 6.61 19.18
3 3 3 2 3 2 3 2 3 3 3 2 2 2 3 3 2 2 2 2 0 3 3 3 3 3 1 3 2 2 2 2 2 2 0 0 1 2 1 0 0 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 0 0 0 2 2 0 0 0 3 0 3 0 2 2 3 2 2
04:16 00:29 01:27 10:55 03:49 10:48 01:31 12:15 01:13 01:13 01:14 22:47 22:40 22:41 01:33 01:32 22:30 23:31 12:15 06:37 20:53 01:12 02:00 00:42 00:27 00:27 07:56 01:07 12:11 15:43 11:52 11:54 14:53 14:53 00:00 00:00 14:41 10:14 09:57 00:00 00:00 12:15 12:40 12:15 13:17 14:17 12:46 22:32 00:48 13:16 05:57 01:34 00:48 00:48 00:48 00:47 05:11 01:25 04:10 03:01 03:32 03:53 03:53 18:40 21:48 08:57 08:59 08:04 15:34 08:28 18:40 00:15 13:47 05:30 12:05 09:35 10:50 03:57 11:44 12:35
0 0.374 0.541 0.174 0.32 0.0888 0 0.251 0.206 0 0 0 0.407 0 0.409 0 0.185 0.101 0.855 0.288 0 0.245 0 0.38 0 0 0.521 0 0.249 0.178 0 0.222 0 0 0 0 0 0 0.36 0 0 0 0 0.437 0.344 0.401 0.248 0 0 0 0.318 0 0.213 0 0 0 0 0.31 0 0 0 0 0 0 0 0 0 0.16 0 0 0 0 0.223 0 0 0 0.342 0 0 0.478
1.83 1.12 1.37 0.767 1.98 1.13 0.819 1.01 2.47 0.822 0.949 3.56 0.758 0.205 1.17 0.64 1.6 2.21 3.28 3.42 5.56 1.98 2.72 4.94 4.79 0.187 3.02 0.79 0.265 0.442 0.432 0.653 0.661 0.668 0.108 0.128 1.11 1.98 1.34 2.69 7.3 1.67 1.48 0.804 0.477 1.22 1.6 2.98 2.13 1.56 2.17 1.59 8.7 2.79 2.64 3.97 2.6 1.45 0.517 0.583 0.749 1.54 1.11 6.36 3.1 2.35 2.51 7.52 2.28 3.53 7.48 2.48 3.29 4.91 2.37 1.44 2.12 1 2.08 8.53
3.638 9.138 0.536 24.673 2.913 6.928 4.469 18.518 1.551 0.465 -1.795 1.838 4.637 0.000 0.241 0.000 6.163 1.918 4.012 1.657 5.495 0.000 9.416 0.055 -9.685 4.128 9.993 19.186 0.181 -1.277 0.661 0.860 -1.307 0.179 0.432 0.408 22.788 14.663 -5.269 3.852 -0.629 6.739 5.761 -13.950 -21.236 -2.096 -3.291 0.998 1.317 -7.728 -6.561 10.715 -3.402 -1.045 -1.261 -6.341 -8.503 7.466 16.091 13.630 10.424 1.460 -0.061 23.683 -46.814 -0.868 6.069 2.960 0.492 3.583 9.767 -1.219 -3.417 -46.203 0.053 16.254 -0.956 2.625 0.248 3.357
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 1.82 0.00 0.00 0.00 2.68 0.00 0.00 0.00 1.69 0.00 0.00 0.00 0.00 0.00 2.98 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 5.13 0.00 0.00 0.00 0.70 0.00 0.00 3.90 0.00 0.00 3.46 3.21 0.00 3.01 2.74 2.83 3.38 0.00 0.00 0.00 4.39 0.00 0.00 0.84 0.00 0.66 0.00 2.29 0.00 0.00 2.80 5.04 0.00 2.32 0.00 3.52 0.00 0.00 0.00 0.00 1.97 0.00 1.33 0.00 4.00 0.00 0.00 1.83 0.00 3.46 6.19 0.00 5.95 0.00 1.71 0.00
12.28 17.19 17.22 5.64 5.23 34.46 8.56 8.11 5.97 6.42 4.38 34.85 22.70 5.23 3.13 2.98 3.39 3.37 3.14 4.97 5.19 3.53 8.29 21.96 6.44 12.34 7.06 6.60 21.25 11.26 7.63 5.49 5.85 8.75 3.46 4.78 6.87 32.30 6.62 7.93 3.42 39.77 9.14 4.77 7.32 8.10 8.85 18.47 13.89 5.73 5.10 5.09 2.80 5.30 2.80 11.63 5.49 16.69 15.43 12.22 16.95 58.87 6.39 5.79 9.18 6.82 4.94 4.46 25.99 19.39 15.07 38.97 15.87 4.29 6.19 13.43 13.94 60.37 24.54 22.47
3 2 2 2 2 3 1 3 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 3 2 3 2 2 0 2 1 0 0 3 3
02:12 12:02 12:03 13:46 13:12 01:35 08:55 05:58 16:09 05:37 11:10 23:49 01:28 12:16 12:04 12:15 12:16 12:35 14:46 11:18 18:30 11:53 11:32 00:38 22:32 14:07 08:46 15:57 13:33 13:33 15:34 15:55 15:55 01:14 12:15 12:05 15:58 01:21 15:58 15:59 11:39 23:49 01:32 14:43 12:15 11:58 12:08 13:39 12:15 12:15 12:15 12:15 12:15 11:52 12:15 12:16 11:58 22:38 00:37 22:47 23:51 23:50 03:32 08:45 03:29 03:17 09:02 10:58 03:13 11:49 01:05 21:19 21:19 00:00 12:15 23:21 08:15 00:00 04:08 03:25
0 0.206 0 0 0 0.28 0 0 0 0.191 0 0 0 0 0 0.336 0 0 0 0 0.112 0 0 0 0.451 0 0 0 0.063 0 0 0.4 0 0 0.349 0.32 0 0.298 0.262 0.272 0.339 0 0 0 0.461 0 0 0.0716 0 0.052 0 0.213 0 0 0.272 0.569 0 0.263 0 0.398 0 0 0 0 0.181 0 0.126 0 0.413 0 0 0.179 0 0.347 0.699 0 0.499 0 0.167 0
2.25 0.869 0.388 0.992 1.09 4 1.18 1.37 1 1.07 0.884 2.77 0.809 1.1 0.676 0.784 0.6 0.589 0.607 0.666 0.266 0.591 1.56 2.12 1.38 2.51 1.31 1.82 2.69 0.907 0.879 0.898 0.468 0.954 0.379 0.387 0.558 4.01 0.898 1.16 0.349 3.04 2.87 0.386 0.844 0.839 0.856 3.44 3.92 0.541 0.488 0.488 0.274 1.31 0.273 5.09 1.5 5.13 5.53 4.47 4.27 3.67 0.841 0.751 1.35 1.12 1.17 1.16 1.02 0.636 2.44 8.71 1.55 0.347 0.7 0.8 2.14 22.7 1.6 1.43
14.486 -5.376 -0.642 -5.148 -0.138 0.305 -1.881 -6.434 -1.009 -2.322 -5.905 -2.778 0.000 -7.365 -0.979 -5.708 -2.471 -7.935 -6.268 -20.768 -7.390 -4.079 0.888 0.000 13.319 0.114 2.510 0.602 -0.150 1.443 2.167 0.957 2.677 38.612 -1.033 -2.111 1.921 0.000 0.844 1.061 -2.189 4.466 2.918 2.404 -0.697 1.231 4.671 0.397 0.013 0.103 0.159 0.171 0.239 19.236 0.111 0.695 12.363 -11.796 6.380 -0.943 4.233 -8.995 3.103 5.381 4.408 3.011 5.373 5.731 0.813 -0.838 -0.793 8.299 -0.104 0.147 0.125 -5.006 -2.081 0.026 0.060 0.264
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 24 of 63
J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
2.23 0.00 0.00 0.72 0.00 0.00 5.28 0.00 0.00 0.00 5.69 0.00 4.64 2.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.21 12.91 20.40 56.45 8.29 12.06 5.28 50.73 102.12 107.13 19.14 18.92 55.94 15.60 12.72 18.41 55.58 13.62 11.77 5.13 3.85 2.82 1.70 12.06 65.98 2.82 5.26 6.86 6.93 9.20 11.93 4.29 6.19 11.11 11.87 60.37 8.11 61.46 4.62 2.84 1.41 3.85 2.06 1.44 1.95 0.00 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.58 4.88 13.54 3.79 13.38
0 2 0 1 3 3 2 2 2 3 2 2 2 1 2 0 0 2 2 2 2 2 0 2 0 2 3 2 3 0 0 0 2 0 0 0 0 0 2 2 0 2 0 0 1 0 0 1 2 0 0 0 2 0 0 0 2 2 0 0 2 0 0 0 0 0 2
08:48 09:27 00:03 17:08 00:21 02:09 12:15 22:55 08:21 00:50 21:06 08:50 11:55 21:22 20:34 00:01 00:00 06:45 12:17 15:50 14:05 08:13 05:50 15:53 00:00 11:52 02:39 12:41 00:43 00:00 00:00 00:00 12:15 00:00 00:00 00:00 00:00 00:00 09:59 06:05 05:41 07:26 07:34 09:25 23:21 00:00 20:01 13:13 07:05 09:54 20:54 08:56 11:52 06:26 07:10 00:00 11:15 11:52 21:13 23:37 07:50 06:11 00:00 00:01 00:01 05:10 12:16
0.255 0 0 0.136 0 0 0.498 0 0 0 0.53 0 0.492 0.292 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.69 4.73 6.82 12.2 1.56 3.31 1.38 3.37 2.48 1.55 1.93 1.71 5.14 0.823 0.349 5.02 3.99 2.29 6.13 1.54 1.15 1.58 0.722 8.78 17.6 1.06 2.7 2.52 4.87 0.394 5.89 0.347 0.7 0.00519 2.19 17.1 0.128 1.77 2.43 1.17 0.908 2.73 0.923 0.768 0.464 0 1.66 1.73 1.39 1.24 0.308 0.673 0.564 1.64 1.55 6.6 0.488 0.728 0.588 1.6 1.08 4.54 4.01 1.29 3.73 5.39 3.92
-27.674 -13.075 -0.663 -0.068 4.530 0.501 15.082 2.806 -23.907 -49.537 -0.217 0.712 0.583 -1.728 5.270 0.125 1.628 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % %
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 45.17 4.741 0.000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 25 of 63
J-104 J-106 J-109 J-11 J-110 J-113 J-114 J-118 J-12 J-121 J-126 J-127 J-128 J-129 J-130 J-131 J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-191 J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
63.58 56.19 12.42 69.98 57.42 69.44 61.93 13.65 26.49 55.30 11.66 11.59 11.26 13.38 17.38 19.37 69.60 68.57 76.16 72.20 64.89 61.99 56.95 17.40 58.86 57.78 60.10 60.37 15.23 38.40 14.94 19.99 75.32 71.80 70.62 72.10 73.99 72.95 67.44 58.72 65.76 56.23 34.00 33.92 15.22 15.78 15.62 16.62 16.49 20.43 47.07 50.26 50.89 48.91 53.53 49.81 46.33 52.98 23.52 48.60 58.95 33.97 23.60 52.78 51.43 55.21 53.91 55.25 45.49 66.94 36.23 42.88 51.41 39.67 41.98 15.29 58.99 59.87 59.96 11.26
5.713 5.704 1.019 5.577 5.172 5.578 5.230 3.069 4.571 5.706 0.574 0.654 0.600 2.983 3.737 4.295 5.223 5.368 5.396 5.525 5.783 5.858 5.858 2.984 5.911 5.940 5.962 6.031 3.298 5.698 3.669 4.420 4.733 5.176 5.269 4.873 4.422 4.831 4.973 5.078 6.100 6.098 5.700 5.699 2.482 3.781 3.848 4.300 3.625 3.293 6.074 5.929 5.880 5.890 5.727 5.388 5.388 5.670 3.856 5.614 5.596 4.393 3.793 5.531 5.526 5.493 5.057 5.055 4.600 5.317 4.600 5.418 5.415 4.559 4.559 2.518 4.973 4.933 4.904 2.262
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-266 J-267 J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
41.83 44.49 61.01 15.62 77.98 42.88 55.62 52.59 54.03 56.94 44.68 32.95 24.40 18.72 51.85 47.49 49.18 38.22 65.02 39.06 42.18 24.81 25.57 15.75 25.40 26.05 12.21 30.16 12.96 29.98 13.37 67.08 15.51 68.65 52.45 55.98 56.20 16.20 15.17 72.76 51.82 15.64 62.46 62.32 62.43 68.01 14.83 40.57 23.17 64.56 32.49 32.21 24.09 21.84 13.95 25.25 24.21 24.68 70.72 38.10 57.04 54.87 52.36 18.03 13.65 43.87 44.35 47.07 70.59 48.06 56.04 13.57 56.34 16.13 17.96 15.86 13.76 13.34 56.20 61.50
4.933 4.992 5.794 2.516 4.968 4.355 4.357 4.751 4.934 5.060 4.548 4.369 2.344 3.006 5.580 5.543 5.495 4.827 5.317 4.819 4.807 4.819 4.818 2.517 4.809 4.797 2.458 5.331 2.533 5.330 2.532 5.323 2.556 5.364 5.635 5.754 5.633 3.545 4.232 6.236 5.549 3.521 2.216 2.217 2.748 5.248 4.301 5.893 5.493 5.908 5.518 5.515 5.493 5.100 3.093 5.495 5.099 5.563 6.094 5.594 6.000 6.457 6.209 2.556 3.540 5.626 5.593 5.559 6.051 5.543 5.681 3.209 5.673 4.741 2.465 4.674 3.058 2.902 5.491 5.571
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
13.37 26.28 69.46 61.26 63.77 13.69 16.47 75.88 58.58 71.64 11.32 11.31 21.48 49.49 72.98 49.74 33.40 51.12 39.07 36.05 46.85 25.57 64.09 10.74 32.51 18.50 27.71 20.40 26.97 23.24 40.94 70.78 60.39 42.13 30.15 49.05 59.97 69.66 66.80 61.63 10.68 22.57 20.11 58.85 22.80 22.81 22.74 52.83 23.23 23.08 51.40 71.57 41.82 44.71 19.79 19.14 20.21 38.68 55.41 3.73 17.81 73.72 53.17 52.45 0.01 0.00 48.41 48.42 77.99 14.56 68.23 0.56 12.50 12.70 12.75 3.77 53.56 77.99 71.00 16.50
2.957 2.959 5.694 5.318 5.348 1.930 2.306 5.294 5.605 5.483 1.029 1.917 4.267 2.790 5.738 2.792 1.780 3.091 2.372 2.048 4.680 2.273 4.433 1.656 3.667 2.709 2.746 3.108 3.470 3.230 3.773 4.749 4.258 3.740 3.214 3.513 4.401 4.515 4.924 4.520 2.450 4.171 3.620 5.184 4.023 4.061 4.166 3.722 3.970 3.939 6.675 5.758 2.560 2.640 1.581 4.939 3.759 2.722 4.203 1.365 2.523 4.748 4.476 4.491 0.496 0.109 3.442 3.359 5.623 2.120 5.374 0.141 6.072 5.086 5.265 0.145 2.031 5.612 5.502 2.401
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.121 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.874 3.281 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
63.82 20.18 71.41 36.57 65.77 20.08 63.20 71.02 10.73 64.03 49.81 57.77 56.78 11.34 44.86 68.52 69.41 59.71 20.22 63.06 61.80 58.47 46.36 17.43 43.12 63.22 58.19 55.17 44.53 39.31 57.13 50.18 16.32 26.83 16.34 16.47 27.37 26.23 52.44 52.00 62.56 62.29 58.85 77.99 15.46 59.87 59.96 7.15 7.15 7.13 7.09 7.09 77.99 63.27 66.83 54.32 77.64 77.98 72.53 63.35 52.48 2.66 2.67 4.04 64.65 3.07 1.56 1.73 62.91 3.53 5.08 44.19 59.26 46.24 36.97 38.42 19.78 31.41 30.80 73.07
5.502 3.742 6.903 3.252 6.142 3.721 4.903 6.767 2.604 5.366 6.474 4.605 4.460 2.803 2.507 4.707 4.904 4.603 3.725 5.246 5.149 5.295 4.903 2.503 4.902 5.316 5.880 5.345 4.902 4.903 5.879 5.323 2.571 4.446 2.519 2.483 4.468 4.450 5.412 5.347 5.214 5.794 5.213 6.360 2.096 5.214 5.794 4.990 5.073 5.010 4.407 4.256 3.990 6.364 5.143 5.651 5.601 5.610 5.853 5.554 5.650 3.329 3.312 3.657 5.870 3.676 3.391 3.406 5.873 3.242 3.824 7.539 5.892 6.486 5.366 5.366 3.566 2.418 2.416 5.017
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.370 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
43.11 73.37 32.26 76.86 31.55 32.36 56.12 23.36 12.87 75.94 70.33 2.52 2.66 5.73 14.94 5.04 8.83 8.40 6.12 5.26 14.11 5.91 2.18 1.96 0.93 0.68 1.02 3.01 2.98 1.01 4.77 21.84 63.12 5.30 15.57 6.28 6.17 6.22 14.04 13.17 11.92 72.50 19.90 19.41 11.87 15.59 13.22 14.28 17.38 15.64 69.70 5.40 5.53 5.70 4.50 4.63 0.11 0.18 66.22 1.24 71.15 67.27 47.00 45.94 55.37 61.02 2.70 50.63 49.82 51.39 50.32 50.38 49.90 18.27 71.88 77.99 77.99 54.06 57.08 78.00
3.202 5.001 1.883 6.090 2.190 1.882 4.657 4.465 1.894 4.864 6.022 3.223 3.868 3.926 3.097 3.863 3.890 3.856 3.851 3.854 9.546 3.863 3.856 3.864 3.867 3.895 3.913 3.681 3.684 3.861 3.542 3.566 5.887 3.853 4.584 4.183 4.249 4.133 4.576 4.617 4.632 6.202 5.065 5.082 4.661 3.799 4.653 4.622 4.751 10.060 6.099 4.164 4.059 4.450 4.204 3.898 0.098 0.172 5.702 0.864 5.810 5.667 3.105 5.832 3.567 3.657 0.371 4.860 4.857 4.824 4.813 4.771 4.679 2.502 4.202 6.560 6.360 7.101 4.141 5.605
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.014 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.442 4.268 0.000 4.126 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
18.20 16.29 18.34 29.01 49.49 42.31 26.59 69.18 4.07 17.88 17.88 15.50 76.73 41.12
2.221 5.584 5.031 3.653 3.882 4.753 4.220 5.554 0.502 0.775 0.779 2.105 4.719 4.602
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 13.08 4.33 2 11:13 0.033 1.181 J-104 19.02 6.77 3 00:35 0.270 1.013 J-106 14.04 5.33 2 11:51 0.059 1.454 J-109 12.42 4.42 3 00:16 0.055 1.019 J-11 6.03 11.61 3 02:03 0.167 0.017 J-110 13.93 6.92 2 12:05 0.124 0.939 J-113 14.19 10.64 0 12:55 0.390 0.744 J-114 7.92 13.25 2 18:06 0.290 0.070 J-118 7.90 11.93 2 16:25 0.249 0.069 J-12 5.47 13.61 3 01:37 0.161 0.011 J-121 3.39 4.25 2 11:08 0.015 0.006 J-126 11.65 4.74 2 12:15 0.145 0.574 J-127 11.59 0.94 2 12:20 0.013 0.654 J-128 11.25 0.95 2 12:19 0.011 0.600 J-129 8.67 10.03 2 16:03 0.188 0.043 J-130 9.02 7.46 2 12:17 0.112 0.097 J-131 4.20 3.63 2 13:50 0.036 0.005 J-132 13.78 5.88 2 12:14 0.156 0.456 J-137 17.19 2.75 2 11:14 0.085 0.568 J-139 7.81 2.33 3 03:25 0.021 0.036 J-140 12.87 2.69 0 17:53 0.039 0.245 J-147 14.50 4.56 2 12:14 0.125 0.483 J-148 13.85 5.90 3 00:06 0.035 0.518 J-149 16.97 3.75 2 11:55 0.071 1.058 J-15 12.07 20.82 2 12:03 0.207 0.284 J-152 14.44 3.46 2 08:28 0.105 0.511 J-153 14.97 4.60 1 17:33 0.039 0.440 J-155 15.90 3.18 2 09:15 0.046 0.542 J-156 16.65 2.86 1 20:32 0.054 0.761 J-158 13.47 24.57 3 01:30 0.162 0.698 J-160 13.53 9.47 3 01:08 0.047 0.598 J-161 4.91 4.19 2 11:08 0.048 0.002 J-162 0.73 5.53 2 12:05 0.013 0.003 J-163 5.95 5.22 1 10:00 0.112 0.022 J-164 6.62 4.18 1 12:15 0.076 0.003 J-165 7.52 4.70 2 04:13 0.079 0.001 J-166 5.19 4.74 1 08:47 0.062 0.000 J-167 6.28 5.53 0 22:03 0.091 0.006 J-168 10.45 4.40 0 23:42 0.113 0.005 J-169 15.50 4.53 0 22:13 0.166 0.001 J-170 20.82 3.17 0 22:38 0.176 0.002 J-174 15.17 4.13 2 11:51 0.056 1.300 J-175 17.26 2.16 2 11:25 0.044 1.048 J-176 14.45 4.51 2 06:30 0.051 0.580 J-179 15.27 7.27 2 05:33 0.093 0.949 J-18 11.23 30.35 2 22:58 0.212 0.252 J-180 12.70 11.93 2 11:39 0.131 0.831 J-185 12.41 14.84 3 00:29 0.103 0.778 J-188 14.39 18.50 3 01:49 0.158 1.480 J-191 14.14 20.30 2 11:01 0.070 0.675 J-195 17.64 27.06 2 11:19 0.243 1.533 J-198 25.53 4.97 2 12:15 0.189 1.574 J-199 22.59 4.00 2 07:27 0.092 1.379 J-203 20.92 5.23 2 10:10 0.239 1.380 J-204 22.13 5.16 1 12:56 0.104 1.440 J-206 22.04 4.39 3 05:39 0.098 1.177 J-208 20.80 5.16 2 09:35 0.119 1.138 J-209 22.88 3.75 2 03:10 0.118 1.038 J-212 20.04 3.54 3 05:23 0.081 0.820 J-213 16.88 14.62 3 03:57 0.138 1.106 J-217 28.67 5.77 2 12:15 0.335 1.844 J-218 20.96 8.98 2 10:30 0.111 1.406 J-222 21.54 18.10 2 10:51 0.296 2.063 J-223 17.12 30.65 3 04:40 0.332 0.993 J-225 18.93 3.24 3 00:38 0.067 0.681 J-226 18.92 3.51 2 23:16 0.078 0.676 J-232 17.95 3.61 3 01:02 0.066 0.593 J-233 13.39 7.11 2 22:24 0.117 0.457 J-235 13.41 6.84 2 22:18 0.067 0.495
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405
16.10 13.15 21.47 24.32 21.78 18.06 15.94 12.28 46.56 45.81 29.62 0.08 24.29 21.49 5.08 12.19 12.46 0.00 13.31 10.33 23.64 15.42 13.49 18.52 16.83 12.68 9.57 11.47 9.69 13.81 15.46 13.64 14.08 16.01 12.13 11.55 12.72 9.62 8.97 8.32 11.48 8.74 12.12 8.88 13.22 12.86 0.50 19.26 16.41 16.79 13.92 13.71 13.34 17.50 12.93 12.41 10.45 12.28 11.97 12.59 11.92 11.52 11.47 13.73 13.34 12.55 11.55 12.57 8.42 11.35 12.01 1.00 11.40 10.97 13.74 16.57 4.44 10.78 10.10 11.13
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
12.56 5.42 9.78 3.82 4.17 15.89 15.02 32.79 3.74 4.70 3.97 2.67 7.83 6.48 18.52 6.11 25.88 8.69 35.09 3.54 3.74 3.75 5.74 30.26 25.61 20.90 11.84 5.80 5.09 4.75 19.66 3.06 18.34 12.50 13.61 22.91 25.33 8.99 14.32 18.53 3.63 20.49 3.03 20.35 5.77 12.75 4.11 2.38 3.49 2.85 18.05 9.26 4.68 3.08 14.60 10.29 23.50 17.65 4.81 4.34 4.10 5.21 4.45 4.45 5.16 4.31 4.67 7.46 29.51 4.60 8.34 11.19 9.91 6.42 5.06 3.16 3.37 52.43 16.24 3.31
1 3 1 2 1 2 2 2 2 1 1 2 2 2 2 3 3 0 2 2 2 2 2 1 2 3 2 1 3 1 1 3 1 2 2 2 3 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 3 2 3 2 2 3 2 3 3 1 3 3 2 3 2 2 3 3 1 1 3 1 2 3 2 3 3 2
14:51 00:02 23:22 02:08 19:38 03:00 04:36 23:46 12:09 10:37 05:20 08:20 01:44 02:15 07:36 02:36 00:29 00:00 05:00 20:54 01:52 07:36 02:08 13:47 07:36 01:21 18:11 01:51 01:43 10:14 20:41 02:03 21:43 01:23 10:38 10:35 00:27 08:18 07:46 19:57 11:33 20:32 04:22 20:55 00:20 00:12 23:50 11:03 11:26 11:25 11:40 12:01 00:30 11:25 01:01 21:06 20:44 02:22 23:56 00:39 00:22 19:55 05:29 00:12 12:15 00:07 08:41 22:32 00:47 00:07 10:49 10:49 01:06 22:17 04:26 00:59 22:02 01:11 00:10 22:41
0.152 0.043 0.184 0.138 0.142 0.212 0.265 0.193 0.340 0.362 0.255 0.001 0.271 0.220 0.005 0.074 0.094 0.000 0.339 0.104 0.181 0.110 0.100 0.706 0.344 0.281 0.225 0.089 0.082 0.120 0.222 0.029 0.227 0.247 0.078 0.088 0.093 0.048 0.027 0.118 0.070 0.035 0.046 0.030 0.042 0.106 0.006 0.079 0.069 0.050 0.144 0.244 0.030 0.069 0.070 0.236 0.386 0.193 0.015 0.036 0.047 0.096 0.056 0.047 0.136 0.050 0.045 0.061 0.065 0.042 0.097 0.018 0.121 0.096 0.086 0.096 0.041 0.236 0.069 0.035
0.500 0.517 0.700 0.718 0.755 0.759 0.709 0.478 0.323 0.233 0.104 0.002 0.283 0.242 0.193 0.494 0.566 0.008 0.255 0.007 0.351 0.234 0.360 0.648 0.519 0.684 0.606 0.380 0.243 0.495 0.577 0.567 0.569 0.557 0.569 0.518 0.667 0.359 0.337 0.408 0.431 0.383 0.580 0.432 0.573 0.656 0.004 1.035 1.064 0.713 0.495 0.992 0.786 0.799 0.401 0.096 0.097 0.578 0.656 0.528 0.161 0.193 0.143 0.708 0.718 0.365 0.193 0.350 0.193 0.195 0.299 0.003 0.294 0.194 0.200 0.207 0.009 0.336 0.900 0.476
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J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-444 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-559 J-560 J-561
11.98 11.25 10.04 10.33 12.26 10.41 10.34 8.60 17.61 12.48 11.35 4.32 13.44 13.56 9.94 9.82 15.84 22.94 18.52 10.64 13.38 20.23 33.49 24.73 0.04 13.76 7.67 15.26 9.89 14.77 31.77 38.40 37.57 35.19 10.51 20.75 31.35 5.22 21.50 12.96 20.00 11.59 15.80 9.82 8.79 9.00 13.49 11.73 10.25 15.17 15.57 13.75 8.36 35.73 6.94 2.86 13.50 21.19 8.34 10.16 4.74 19.38 11.94 11.42 16.87 30.05 16.07 44.29 18.35 18.36 35.42 28.32 2.59 5.09 9.54 2.87 4.39 5.73 8.49 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.26 4.53 7.28 5.25 7.89 25.42 7.28 11.36 23.17 8.54 12.61 32.25 2.83 3.38 19.09 33.86 19.67 5.82 5.88 5.89 7.80 10.13 3.51 6.32 6.39 24.46 21.34 15.95 17.67 16.33 14.24 31.62 28.53 26.90 87.85 16.55 13.29 58.08 80.61 76.52 74.82 47.64 35.11 25.44 15.88 11.36 26.99 21.56 17.00 15.36 9.38 14.17 16.48 9.59 19.13 7.44 24.40 9.45 8.01 7.89 11.60 29.34 7.37 7.99 2.84 4.45 8.52 61.83 75.11 13.40 6.18 9.00 29.56 24.02 12.78 14.26 15.98 13.22 11.21 53.44
2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 0 0 0 0 0 3 2 2 1 2 2 2 0 3 0 0 2 1 1 3 0 2 3 0 0 3 0 0 1 0 1 3 0 0 3 0 0 2 2 2 2 3 2 2 2 2 2 2 2 3 2 0 0 2 3 2 2 2 2 0 2 1 1 3 0
23:50 21:36 19:15 23:16 22:45 21:39 23:37 20:43 10:13 03:19 00:06 19:37 01:23 04:12 22:44 22:15 08:33 21:42 15:19 10:10 00:50 12:08 00:30 16:40 12:34 21:07 18:13 20:37 00:06 20:38 20:37 08:58 16:55 22:38 04:34 06:27 13:15 00:25 15:02 08:26 00:26 11:22 11:22 17:02 13:30 12:28 01:19 20:59 08:27 05:11 12:10 10:11 13:55 12:15 16:57 15:26 00:40 14:09 18:49 11:56 12:09 13:09 12:06 19:48 05:42 12:15 22:42 07:58 11:12 05:43 12:05 16:33 17:17 17:36 05:28 04:32 21:39 15:26 04:18 00:00
0.039 0.079 0.091 0.073 0.114 0.160 0.066 0.112 0.194 0.142 0.031 0.388 0.068 0.049 0.333 0.503 0.345 0.304 0.246 0.144 0.136 0.301 0.366 0.212 0.001 0.797 0.506 0.153 0.333 0.130 0.349 2.107 1.645 1.520 1.617 0.410 1.138 0.402 2.089 1.974 3.095 0.923 1.229 0.569 0.358 0.220 0.653 0.352 0.265 0.347 0.277 0.530 0.309 0.799 0.275 0.064 0.478 0.523 0.132 0.257 0.223 1.230 0.173 0.104 0.032 0.227 0.090 4.366 1.175 0.382 0.607 0.663 0.223 0.320 0.370 0.133 0.179 0.182 0.293 0.001
0.623 0.629 0.301 0.383 1.141 0.649 0.423 0.071 1.791 0.474 0.308 0.002 0.341 0.371 0.257 0.170 0.396 0.353 0.212 0.053 0.466 0.843 0.399 0.226 0.002 2.996 0.040 0.230 0.078 0.232 1.530 1.531 1.842 1.848 0.567 1.519 0.056 0.216 0.796 0.668 0.910 0.308 0.160 0.060 0.173 0.182 0.559 0.020 0.014 0.163 0.022 0.011 0.021 0.531 0.179 0.011 0.760 0.034 0.267 0.791 0.006 0.272 0.519 0.323 1.396 1.198 1.480 2.418 1.521 1.849 1.982 0.017 0.185 0.023 0.048 0.006 0.001 0.002 0.019 0.023
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J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73
8.55 4.62 0.25 2.83 8.37 7.45 3.10 0.38 0.00 1.04 0.02 4.97 17.82 8.86 5.27 16.35 16.95 0.29 1.79 2.74 1.31 17.88 10.70 10.26 0.63 2.02 7.11 5.80 6.61 17.40 12.16 12.85 19.95 14.44 9.89 14.15 14.66 12.57 19.34 15.28 17.22 12.97 20.70 2.72 14.33 13.24 10.83 13.11 14.24 18.94 19.01 13.90 13.56 17.58 0.00 12.17 17.94 13.83 7.06 4.21 4.73 4.93 4.85 0.00 12.26 13.92 17.29 1.42 0.08 5.39 11.98 13.83 2.52 2.47 1.24 12.22 0.97 1.17 1.37 13.10
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
30.72 11.91 47.30 7.18 6.02 7.84 20.59 37.43 34.88 3.53 2.11 3.93 21.62 3.23 26.66 4.63 37.84 42.15 1.99 22.04 10.85 5.31 4.53 6.37 5.24 4.62 6.21 5.17 6.81 13.82 3.87 3.63 2.62 9.23 25.00 5.24 4.51 6.40 3.01 10.21 6.48 5.41 4.23 30.23 16.70 10.59 28.26 8.28 10.69 8.82 10.60 13.98 4.87 11.12 1.56 23.48 8.21 3.73 4.25 2.96 2.56 3.65 6.32 2.16 4.17 9.68 4.06 3.61 3.43 4.31 4.15 3.03 4.86 4.37 3.47 10.08 4.67 13.95 11.20 4.11
3 2 2 2 2 2 2 2 0 1 2 1 3 1 2 3 3 3 2 2 2 3 2 1 2 2 1 2 1 3 0 0 3 3 2 2 3 2 2 2 3 2 3 2 2 2 3 2 2 2 2 3 3 0 3 3 3 2 2 2 2 2 2 2 1 2 1 0 0 1 1 1 2 2 2 2 2 2 2 3
00:29 12:33 21:07 15:54 13:05 13:56 22:21 15:21 00:00 21:12 08:59 19:00 05:29 21:33 09:33 02:02 04:12 02:20 09:21 11:57 22:50 03:52 10:00 22:44 09:20 08:56 09:02 12:13 07:46 03:46 21:03 22:39 03:04 01:39 22:48 06:24 00:29 11:44 10:07 11:00 03:13 22:40 02:31 17:57 22:47 22:40 01:34 22:30 23:31 22:51 06:37 02:00 01:12 20:53 00:42 02:24 00:30 09:29 12:11 15:43 18:49 18:28 18:19 16:27 14:41 02:55 08:33 08:01 09:43 13:27 11:08 20:40 13:17 14:23 14:29 22:32 14:28 13:16 14:21 01:40
0.267 0.140 0.049 0.041 0.169 0.107 0.184 0.054 0.000 0.016 0.000 0.072 0.251 0.087 0.192 0.279 0.284 0.037 0.010 0.101 0.050 0.082 0.142 0.153 0.018 0.023 0.123 0.088 0.104 0.178 0.116 0.123 0.078 0.135 0.286 0.056 0.100 0.112 0.078 0.132 0.125 0.051 0.150 0.135 0.137 0.163 0.090 0.139 0.168 0.313 0.281 0.205 0.060 0.273 0.000 0.203 0.254 0.050 0.068 0.015 0.019 0.029 0.063 0.000 0.209 0.218 0.255 0.023 0.001 0.057 0.127 0.099 0.028 0.026 0.007 0.057 0.006 0.012 0.044 0.053
0.070 0.024 0.031 0.012 0.026 0.038 0.145 0.001 0.012 0.002 0.001 0.002 2.081 0.003 0.302 0.012 1.893 0.003 0.006 0.304 0.012 1.916 0.005 0.010 0.003 0.007 0.007 0.004 0.003 1.842 0.146 0.049 0.695 0.403 0.103 0.342 0.316 0.520 0.445 0.552 0.803 0.519 0.753 0.011 0.386 0.319 0.283 0.098 0.350 0.312 0.347 0.164 0.494 0.413 0.000 0.496 0.514 0.494 0.590 0.003 0.010 0.007 0.006 0.008 0.004 0.243 0.001 0.001 0.000 0.003 0.004 0.000 0.079 0.062 0.007 0.510 0.016 0.141 0.156 0.513
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 35 of 63
J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-84 J-841 J-844 J-848 J-850 J-851 J-87 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899
2.30 3.53 42.08 13.18 21.25 16.52 17.73 16.52 16.63 15.22 26.85 12.43 26.11 22.81 27.46 26.87 15.37 9.86 16.38 11.48 6.80 14.15 2.20 2.00 1.35 13.95 0.51 1.00 0.67 0.50 0.27 0.21 0.32 0.38 0.37 0.34 0.44 1.78 1.78 0.41 0.67 3.00 13.04 2.90 3.83 3.75 2.91 4.05 4.20 4.53 3.64 13.99 4.78 5.36 4.81 13.63 4.79 4.47 2.59 13.97 2.85 2.92 1.43 0.45 0.77 14.61 2.14 13.85 16.43 0.43 17.33 12.64 0.55 16.89 17.44 17.33 16.95 18.64 18.76 15.87
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
32.96 18.47 9.02 3.55 3.43 5.96 8.79 19.16 40.00 32.37 7.48 26.47 13.86 58.99 6.62 23.76 64.23 9.48 13.64 4.33 18.67 7.66 11.25 4.40 2.93 26.30 8.20 4.77 5.77 6.11 3.17 2.42 1.49 1.38 2.02 3.25 2.35 3.01 5.02 2.79 5.00 15.89 6.17 10.32 6.80 5.86 17.41 11.19 4.78 4.01 4.97 8.60 2.59 4.78 5.07 22.38 4.55 4.90 2.76 6.04 3.81 5.18 4.17 6.31 8.24 3.99 6.99 5.29 12.97 13.85 8.35 12.53 27.79 6.29 4.37 8.50 6.57 4.86 4.32 19.94
3 3 3 3 3 3 3 3 3 0 3 3 0 2 3 0 2 2 3 2 1 3 3 2 1 2 1 2 2 2 3 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 1 2 2 2 2 2 2 2 3 1 1 1 2 2 3 3 3 3 3 2 3
00:47 00:47 05:11 00:01 04:10 03:01 03:32 03:53 02:24 16:44 03:49 03:56 08:28 07:25 04:21 13:47 08:22 09:35 03:58 11:47 08:46 02:18 00:50 12:02 17:15 11:46 08:55 12:15 16:09 11:10 04:15 12:16 12:04 12:07 12:09 12:35 12:06 14:17 18:30 11:56 15:41 08:18 22:32 14:07 08:46 14:08 13:33 13:33 08:35 12:12 09:11 01:14 11:28 12:06 08:33 01:08 16:28 10:02 11:39 06:11 14:43 12:11 13:47 13:55 13:39 11:52 21:50 00:22 06:08 07:06 00:01 23:51 23:55 03:32 04:11 03:29 03:38 04:06 08:19 03:21
0.079 0.146 0.902 0.082 0.094 0.076 0.107 0.133 0.377 0.177 0.359 0.567 0.596 0.994 0.221 1.094 0.263 0.245 0.088 0.019 0.396 0.243 0.052 0.011 0.007 0.374 0.005 0.018 0.008 0.004 0.001 0.001 0.001 0.003 0.002 0.002 0.003 0.005 0.005 0.002 0.016 0.099 0.115 0.051 0.061 0.046 0.072 0.088 0.018 0.062 0.011 0.063 0.052 0.088 0.017 0.312 0.044 0.034 0.013 0.045 0.018 0.054 0.014 0.015 0.021 0.057 0.049 0.050 0.460 0.030 0.417 0.304 0.040 0.055 0.054 0.047 0.049 0.057 0.070 0.278
0.392 0.864 3.929 0.532 1.629 1.273 1.865 1.877 1.224 1.222 1.161 0.187 1.059 1.121 1.133 1.249 1.120 0.257 1.008 0.652 0.004 0.222 0.373 0.218 0.076 1.147 0.013 0.030 0.006 0.001 0.004 0.003 0.006 0.014 0.017 0.045 0.063 0.021 0.034 0.011 0.002 0.026 0.527 0.013 0.044 0.043 0.059 0.193 0.136 0.277 0.092 0.742 0.225 0.342 0.121 0.739 0.163 0.082 0.011 0.739 0.024 0.119 0.010 0.004 0.008 0.802 0.000 0.767 0.345 0.002 0.007 0.097 0.311 1.021 0.941 0.864 0.749 1.050 1.090 0.842
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 36 of 63
J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
13.41 0.00 0.00 0.06 4.77 0.00 15.78 7.50 7.42 10.53 46.19 7.25 20.28 14.00 0.09 1.79 1.28 18.23 21.08 17.99
25.28 3.08 4.05 10.88 8.22 28.01 23.24 9.84 12.21 16.12 55.12 7.71 10.33 3.04 25.90 41.12 51.79 37.04 54.67 10.38
2 0 0 0 0 0 3 2 2 1 0 3 2 2 2 2 2 3 0 2
12:59 00:00 00:00 23:06 19:56 00:00 04:08 21:33 09:11 09:03 17:03 00:21 11:54 09:44 22:46 11:45 08:48 00:47 00:00 02:08
0.561 0.000 0.000 0.004 0.108 0.000 0.146 0.217 0.258 0.453 6.367 0.020 0.490 0.047 0.018 0.083 0.086 0.408 2.222 0.154
0.174 0.000 0.000 0.001 0.001 0.005 0.578 0.004 0.031 0.053 2.422 0.193 2.660 1.154 0.002 0.125 0.129 2.545 1.159 0.542
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.132 30.43 0.0 0.0 1.526 41 2 12:09 16.00
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 99.99 2.92 11.77 6.126 J-263 67.83 0.86 5.13 1.541 J-279 26.90 1.68 3.85 1.148 J-33A 42.03 1.40 2.82 1.576 J-386 17.69 1.46 1.70 0.722 J-442 99.99 3.84 12.06 8.777 J-561A 100.00 8.16 65.98 17.586 J-567A 16.05 2.26 2.82 1.063 J-582 97.96 1.12 5.26 2.703 J-605 99.07 1.26 6.86 2.518 J-671 99.67 2.18 6.93 4.868 J-694 98.71 0.19 9.20 0.394 J-703 100.00 2.83 11.93 5.887 J-909 95.28 0.15 4.29 0.347 J-911 96.43 0.30 6.19 0.700 J-913 93.87 0.00 11.11 0.005 J-919 99.40 1.09 11.87 2.192 J-920A 100.00 8.25 60.37 17.068 J-963A 78.96 0.06 8.11 0.128 J575A 96.23 0.77 61.46 1.771 OFALL-10 35.19 2.60 4.62 2.429 OFALL-12 20.91 1.96 2.84 1.172 OFALL-14 53.63 0.70 1.41 0.908 OFALL-16 74.98 1.53 3.85 2.727 OFALL-18 24.74 1.35 2.06 0.923 OFALL-20 37.64 0.77 1.44 0.768 OFALL-22 9.56 1.81 1.95 0.464 OFALL-24 0.00 0.00 0.00 0.000 OFALL-26 48.00 1.43 2.27 1.655 OFALL-28 19.84 3.10 3.79 1.729 OFALL-30 63.75 0.91 1.90 1.394 OFALL-32 40.06 1.19 2.27 1.237 OFALL-34 19.95 0.55 0.63 0.308 OFALL-36 27.73 0.92 1.21 0.673 OFALL-38 94.54 0.25 1.28 0.564 OFALL-40 97.27 0.82 1.28 1.637 OFALL-42 94.97 0.78 1.28 1.554
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 37 of 63
OFALL-44 100.00 3.14 3.30 6.603 OFALL-46 45.09 0.49 1.90 0.488 OFALL-48 51.75 0.63 2.84 0.728 OFALL-50 72.34 0.37 1.28 0.588 OFALL-52 67.13 1.14 1.28 1.598 OFALL-54 71.46 0.74 2.84 1.084 OFALL-66 92.82 2.19 3.79 4.537 WELL-2E 32.96 5.33 55.58 4.006 WELL-3 94.71 0.60 4.88 1.295 WELL-4 94.81 1.72 13.54 3.733 WELL-W-ENID-DR 95.02 2.67 3.79 5.391 ----------------------------------------------------------System 66.81 80.45 267.90 127.311
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 38 of 63
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.88 0 00:01 4.87 0 00:01 1.01 5.73 0 00:01 1.00 0 00:01 0.42 C-WELL4E CONDUIT 13.54 0 00:01 13.27 0 00:01 0.39 5.57 0 00:01 0.97 2 12:16 0.94 CDT-101 CONDUIT 23.55 3 01:49 8.86 2 10:39 4.61 3.33 3 01:49 1.00 2 08:09 3.00 CDT-103 CONDUIT 22.77 2 11:01 14.21 2 11:13 4.46 3.22 2 11:01 1.00 2 08:12 3.00 CDT-105 CONDUIT 20.45 2 11:03 10.66 2 11:23 4.00 2.89 2 11:03 1.00 2 09:38 3.00 CDT-107 CONDUIT 16.19 3 03:53 10.40 3 05:46 3.17 2.29 3 03:53 1.00 2 09:50 3.00 CDT-109 CONDUIT 18.56 2 08:59 17.29 0 08:57 3.63 2.63 2 08:59 1.00 0 06:06 3.00 CDT-11 CONDUIT 3.95 3 01:39 3.73 3 00:18 1.43 4.43 3 01:39 1.00 0 06:05 1.07 CDT-111 CONDUIT 22.72 3 01:32 18.59 3 00:00 4.45 3.21 3 01:32 1.00 0 06:05 3.00 CDT-113 CONDUIT 16.62 3 01:01 7.93 3 01:14 3.25 2.35 3 01:01 1.00 2 10:08 3.00 CDT-115 CONDUIT 28.47 2 11:19 16.64 2 10:18 2.59 2.27 2 11:19 1.00 2 06:58 4.00 CDT-121 CONDUIT 55.58 0 00:00 20.43 2 12:17 0.14 9.19 0 00:00 1.00 0 00:00 1.71 CDT-123 CONDUIT 20.88 2 22:48 14.24 3 01:07 4.09 10.37 0 06:41 1.00 0 13:42 3.00 CDT-125 CONDUIT 26.35 3 02:12 14.88 2 23:56 2.40 2.10 3 02:12 1.00 0 15:28 4.00 CDT-171 CONDUIT 19.67 2 07:06 14.98 1 18:58 0.19 2.15 0 00:28 1.00 0 06:34 4.00 CDT-173 CONDUIT 11.43 2 09:19 9.55 2 10:10 0.73 9.34 0 20:17 0.78 2 12:17 4.00 CDT-175 CONDUIT 4.75 2 11:58 3.90 2 11:59 0.31 3.29 0 19:23 0.82 2 12:15 4.00 CDT-177 CONDUIT 12.10 0 22:44 10.40 0 22:43 0.78 1.04 0 22:47 1.00 1 08:57 4.00 CDT-179 CONDUIT 16.09 2 14:42 14.50 2 14:42 1.03 1.28 2 14:42 1.00 1 20:37 4.00 CDT-181 CONDUIT 2.11 2 09:33 1.55 2 08:51 0.14 0.91 0 06:40 1.00 0 07:50 4.00 CDT-183 CONDUIT 29.00 3 01:31 13.90 3 00:26 1.86 2.31 3 01:31 1.00 0 07:04 4.00 CDT-185 CONDUIT 1.99 2 08:50 1.55 2 08:51 0.13 0.91 0 06:40 1.00 0 07:50 4.00 CDT-187 CONDUIT 20.52 3 01:06 12.78 3 01:06 1.32 1.63 3 01:06 1.00 0 06:39 4.00 CDT-189 CONDUIT 20.55 3 01:06 12.78 3 01:06 1.32 1.64 3 01:06 1.00 0 06:39 4.00 CDT-191 CONDUIT 16.09 2 14:42 14.50 2 14:42 1.03 1.28 2 14:42 1.00 1 20:37 4.00 CDT-193 CONDUIT 25.17 3 01:26 17.65 3 03:23 1.62 2.00 3 01:26 1.00 2 07:16 4.00 CDT-195 CONDUIT 20.32 3 00:27 9.72 3 01:16 1.31 3.03 0 00:01 1.00 0 05:17 3.99 CDT-197 CONDUIT 29.68 3 01:33 26.49 3 01:34 1.91 2.36 3 01:33 1.00 2 10:10 4.00 CDT-199 CONDUIT 27.87 2 22:59 20.41 2 23:30 1.79 2.22 2 22:59 1.00 2 11:39 4.00 CDT-201 CONDUIT 29.01 2 23:46 15.08 3 00:09 1.86 2.31 2 23:46 1.00 2 11:39 4.00 CDT-205 CONDUIT 9.81 2 22:41 9.11 2 22:41 0.01 0.90 2 22:41 0.87 2 13:53 4.00 CDT-207 CONDUIT 28.90 3 00:29 22.66 3 00:18 1.86 2.30 3 00:29 1.00 2 11:29 4.00 CDT-209 CONDUIT 22.43 2 15:21 9.82 2 14:14 1.44 1.78 2 15:21 1.00 0 23:48 4.00 CDT-211 CONDUIT 21.68 2 15:21 9.29 2 15:04 1.39 1.73 2 15:21 1.00 0 23:48 4.00 CDT-213 CONDUIT 21.94 3 01:21 13.48 2 22:32 1.41 1.75 3 01:21 1.00 0 22:58 4.00 CDT-215 CONDUIT 10.12 2 18:12 8.67 2 18:12 0.01 0.90 2 18:12 0.94 2 13:17 4.00 CDT-217 CONDUIT 8.22 3 00:56 7.14 2 22:08 0.01 0.92 3 00:56 0.87 2 13:47 4.00 CDT-219 CONDUIT 10.63 3 00:13 8.11 3 00:16 0.01 1.04 3 00:13 0.88 2 13:35 4.00 CDT-221 CONDUIT 20.07 2 20:10 15.63 2 19:36 1.29 1.60 2 20:10 1.00 2 10:53 4.00 CDT-223 CONDUIT 26.30 3 00:32 13.82 3 00:25 1.69 2.09 3 00:32 1.00 2 11:40 4.00 CDT-225 CONDUIT 20.35 2 20:48 10.57 2 20:34 1.31 1.62 2 20:48 1.00 2 10:55 4.00 CDT-227 CONDUIT 29.30 3 01:13 20.35 3 00:46 1.88 2.33 3 01:13 1.00 2 11:35 4.00 CDT-229 CONDUIT 22.85 3 01:20 11.68 3 03:06 1.47 1.82 3 01:20 1.00 2 10:03 4.00 CDT-231 CONDUIT 22.44 3 01:13 12.75 3 01:11 1.44 1.79 3 01:13 1.00 2 10:03 4.00 2 09:58 4.00 CDT-233 CONDUIT 22.55 2 10:03 20.64 2 10:04 1.45 1.79 2 10:03 1.00 CDT-235 CONDUIT 12.65 3 01:03 11.02 3 01:14 0.01 1.25 3 01:03 0.88 2 17:59 4.00 CDT-237 CONDUIT 9.37 3 03:48 6.81 3 03:43 0.01 1.13 3 03:48 0.88 2 17:59 4.00 CDT-239 CONDUIT 23.70 3 05:29 14.66 2 11:48 1.52 1.89 3 05:29 1.00 2 09:46 4.00 CDT-241 CONDUIT 22.85 3 01:20 11.68 3 03:06 1.47 1.82 3 01:20 1.00 2 10:03 4.00 CDT-243 CONDUIT 7.24 3 05:43 5.53 3 01:15 0.01 0.92 3 05:43 0.87 2 16:06 4.00 CDT-245 CONDUIT 6.91 3 05:43 3.84 3 05:47 0.01 0.89 3 05:43 0.88 2 16:11 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report Page - 39 of 63 5 Year 72 Hour Event
CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
30.98 24.63 27.08 29.45 21.41 21.41 34.06 39.77 19.47 24.50 24.50 15.85 22.91 31.74 21.12 29.45 10.58 9.87 29.20 21.34 17.12 29.41 32.47 36.02 23.98 23.74 16.64 11.75 65.16 33.97 13.38 2.02 26.80 18.10 19.41 14.18 8.11 65.98 61.46 60.37 12.65 13.50 3.39 6.43 4.05 6.69 4.50 9.36 11.77 17.21 9.68 13.10 2.78 6.31 5.49 3.88 6.40 3.87 5.26 7.47
3 3 2 3 2 2 2 2 2 3 3 2 3 2 3 2 3 2 2 3 2 3 0 2 0 3 2 2 0 3 2 2 2 2 3 3 0 0 0 0 2 3 2 2 2 2 1 2 2 3 0 3 0 3 2 3 3 2 3 3
00:29 03:13 20:55 00:27 10:59 10:59 23:49 23:49 16:57 00:48 00:48 12:02 00:16 23:19 01:05 22:39 00:37 21:40 11:20 00:10 23:38 00:47 16:27 23:54 12:05 04:08 21:19 22:35 07:58 00:25 12:16 18:54 10:14 11:23 00:29 03:57 00:00 00:00 00:00 00:00 12:08 00:38 12:05 14:09 12:11 14:48 19:58 12:20 12:17 00:59 18:50 01:09 12:55 01:49 11:58 00:35 00:21 11:53 00:35 01:21
19.40 13.69 8.14 19.16 17.02 17.02 18.29 13.71 17.13 19.60 19.60 8.92 15.89 25.16 18.02 21.47 7.48 8.12 13.13 10.99 16.54 12.80 23.82 20.45 21.47 19.29 8.57 9.93 46.44 33.82 13.34 1.81 16.05 9.85 9.77 9.15 4.47 20.53 7.72 13.12 10.18 9.40 3.06 5.89 3.54 6.49 3.51 8.24 10.72 12.79 7.55 8.06 2.61 5.98 3.42 3.58 4.67 3.17 3.68 5.64
2 3 2 3 2 2 2 2 2 1 1 2 2 0 3 2 3 2 2 2 2 3 0 2 0 3 2 1 2 3 2 2 2 2 3 2 2 2 2 1 2 2 0 2 0 2 2 2 2 3 2 3 0 3 3 3 2 2 0 3
22:39 03:04 20:59 01:52 11:34 11:34 23:45 22:32 17:16 11:12 11:12 12:06 23:17 21:48 01:27 22:04 01:00 22:05 11:46 23:38 23:38 00:25 14:13 22:44 06:43 03:44 22:23 20:51 10:33 00:26 12:16 12:56 10:21 11:40 00:25 08:36 12:12 17:40 12:16 10:01 19:40 23:30 22:14 14:22 00:04 13:02 12:17 12:24 12:14 02:11 04:18 01:09 12:55 01:49 00:36 00:36 12:01 11:56 15:16 02:13
1.99 1.58 1.74 1.89 1.38 1.38 2.19 2.56 1.25 1.57 1.57 1.02 1.47 2.04 1.36 1.89 0.01 0.01 1.88 1.37 1.10 1.89 2.09 2.31 1.54 1.53 6.79 17.59 4.19 1.25 1.05 0.39 5.25 3.54 3.80 2.78 23.33 20.28 18.89 18.55 1.78 15.17 19.13 24.76 21.65 33.36 34.64 18.51 2.02 9.75 15.45 17.10 23.62 25.51 18.17 14.49 13.54 7.42 12.42 26.48
2.47 1.96 2.15 2.34 1.70 1.70 2.71 3.16 1.55 2.02 2.02 1.44 1.82 2.53 1.68 5.95 1.22 0.85 2.32 1.70 1.36 2.34 2.58 2.87 2.30 1.89 5.30 3.74 5.19 4.81 5.27 0.29 3.79 2.56 2.75 2.01 8.07 14.66 13.80 13.47 4.03 2.99 2.47 4.60 3.63 4.80 8.26 5.30 5.85 5.48 4.81 6.52 2.82 3.14 4.85 1.93 3.18 1.94 4.65 3.71
3 3 2 3 2 2 2 2 2 1 1 2 3 2 3 0 0 2 2 3 2 3 0 2 0 3 2 2 0 3 2 2 2 2 3 3 0 0 0 0 2 3 0 2 0 2 1 2 2 3 0 3 0 3 2 3 3 1 3 3
00:29 03:13 20:55 00:27 10:59 10:59 23:49 23:49 16:57 11:40 11:40 12:02 00:16 23:19 01:05 03:53 22:01 21:40 11:20 00:10 23:38 00:47 16:27 23:54 01:04 04:08 21:19 01:44 07:58 00:25 12:16 18:54 10:14 11:23 00:29 03:57 00:00 00:00 00:00 00:00 12:08 00:38 00:03 14:09 00:02 14:48 19:58 12:20 12:17 00:59 18:50 01:09 12:55 01:49 11:58 00:35 00:21 01:31 00:35 01:21
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 1 1 2 2 0 2 2 2 2 2 2 2 2 0 2 0 2 0 0 0 0 2 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:01 10:00 10:49 11:41 09:45 09:45 10:25 10:09 11:25 02:41 02:41 12:02 11:39 08:27 10:17 11:38 13:19 14:21 10:25 11:33 11:30 11:20 06:18 11:38 06:11 09:59 05:05 19:06 06:20 06:01 12:16 17:32 14:02 08:04 08:04 13:28 00:00 00:00 00:00 00:00 06:34 07:36 00:04 00:02 00:04 00:02 00:01 00:01 00:01 07:44 01:22 01:22 06:14 01:22 06:15 06:28 06:28 06:52 06:30 07:05
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 3.34 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 0.94 0.94 0.94 0.78 2.40 1.33 1.33 1.27 1.19 0.33 1.44 0.63 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00 1.20 1.60
2015 H&H “Control” Model Results Report Page - 40 of 63 5 Year 72 Hour Event
U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.33 3.45 3.43 3.24 4.05 3.26 4.25 7.09 4.47 6.68 5.03 3.49 4.88 3.21 2.55 18.60 2.67 3.85 4.49 13.28 7.42 10.30 23.77 11.09 6.84 8.00 7.40 7.15 22.03 19.02 3.29 14.31 23.10 31.55 13.77 6.39 8.51 5.20 5.22 4.18 4.50 3.85 5.62 23.29 13.28 5.36 4.91 17.43 9.96 6.29 10.13 11.35 6.56 9.05 4.76 4.21 4.07 7.92 5.23 3.91
3 2 2 2 2 3 3 3 3 3 2 2 3 2 2 2 3 3 2 2 3 2 2 2 1 1 1 2 2 2 3 1 2 1 0 2 0 2 2 2 2 2 3 1 2 1 2 2 2 2 1 2 2 2 3 3 3 3 3 3
00:38 11:24 04:52 07:35 12:13 04:13 05:57 04:11 03:22 03:30 23:19 04:37 05:06 11:41 09:07 21:47 04:25 04:25 10:38 10:35 00:13 10:35 10:35 05:09 19:37 23:29 19:38 01:17 00:58 00:58 00:44 17:11 04:51 19:53 22:50 01:42 22:14 02:30 01:44 14:04 20:54 14:05 01:03 18:17 06:46 09:18 07:38 03:00 05:59 02:34 23:22 05:29 04:53 12:04 00:04 05:06 05:09 01:33 05:08 05:08
2.05 2.76 2.78 2.42 3.70 2.87 3.00 5.15 3.95 4.48 4.32 2.76 3.14 2.60 2.19 12.34 2.33 3.31 3.70 6.90 6.39 7.95 17.85 10.74 6.45 6.56 6.18 6.79 11.32 12.55 2.67 10.72 22.05 28.52 13.11 5.02 8.11 4.40 3.82 3.83 4.04 3.70 4.62 22.03 10.56 4.11 3.79 9.27 9.58 5.28 5.93 10.94 5.95 6.26 4.43 3.49 3.44 6.83 3.51 3.67
2 2 2 2 3 2 2 2 3 3 2 2 3 2 2 2 2 3 3 3 3 3 2 2 2 2 2 1 2 2 3 1 2 2 1 1 1 1 2 2 2 2 3 2 2 1 2 1 1 2 2 2 2 2 3 3 3 3 3 3
11:55 06:11 04:38 07:39 03:34 12:33 06:12 11:15 03:37 02:54 23:20 01:47 04:41 11:42 20:36 21:46 08:34 04:25 01:21 05:56 00:24 05:33 10:38 03:18 06:00 00:58 00:15 19:38 06:10 03:18 00:46 02:51 06:45 05:28 04:13 11:29 02:50 23:28 12:08 07:38 01:43 13:04 01:22 05:59 06:46 09:18 08:08 09:17 23:22 04:52 05:02 05:29 06:47 22:26 01:00 04:33 04:33 01:38 01:20 05:08
17.70 22.17 22.57 26.44 1.35 24.77 18.31 15.88 31.50 24.23 18.31 16.15 45.42 21.64 20.28 0.26 21.74 30.66 29.77 30.54 21.81 41.06 53.95 65.87 46.22 23.12 24.55 49.37 26.20 25.58 23.59 33.18 32.75 33.39 54.24 18.19 44.18 23.59 20.05 28.90 21.57 0.07 30.18 40.64 27.52 24.69 36.94 12.44 1.26 52.40 23.78 47.19 52.45 9.90 37.90 26.81 24.66 15.48 18.58 46.68
2.06 3.05 3.03 2.87 3.58 2.88 3.76 6.27 3.95 5.90 2.50 1.98 4.64 2.84 2.25 2.63 2.36 3.41 3.97 6.62 6.56 5.12 11.82 9.80 6.04 7.07 6.55 6.32 11.09 9.46 2.91 7.12 7.35 10.04 12.17 5.65 7.52 4.60 4.61 3.70 3.67 1.62 4.97 7.41 11.74 4.74 4.34 5.55 4.95 5.56 3.23 5.64 5.80 4.50 4.21 3.73 3.60 7.01 4.63 4.98
3 2 2 2 2 3 3 3 3 3 2 2 3 2 2 2 3 3 2 2 3 2 2 2 1 1 1 2 2 2 3 1 2 1 0 2 0 2 2 2 2 2 3 1 2 1 2 2 2 2 1 2 2 2 3 3 3 3 3 3
00:38 11:24 04:52 07:35 12:13 04:13 05:57 04:11 03:22 03:30 23:19 04:37 05:06 11:41 09:07 21:47 04:25 04:25 10:38 10:35 00:13 10:35 10:35 05:09 19:37 23:29 19:38 01:17 00:58 00:58 00:44 17:11 04:51 19:53 22:50 01:42 22:14 02:30 01:44 14:04 20:54 14:05 01:03 18:17 06:46 09:18 07:38 03:00 05:59 02:34 23:22 05:29 04:53 12:04 00:04 05:06 05:09 01:33 05:08 05:08
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 18:56 18:56 18:56 07:19 18:55 18:55 18:55 18:55 18:55 08:49 19:03 18:53 18:57 18:57 08:00 18:57 18:57 18:57 19:23 08:08 19:23 19:23 18:46 18:45 18:28 18:28 18:28 19:00 18:43 08:10 18:28 18:44 18:59 18:27 18:27 18:28 18:28 18:27 18:28 18:29 14:05 08:12 18:16 13:49 18:30 18:30 19:05 19:00 18:28 19:07 19:02 18:54 19:03 18:55 18:54 18:54 08:12 18:54 18:46
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.00
2015 H&H “Control” Model Results Report Page - 41 of 63 5 Year 72 Hour Event
U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
9.10 21.16 10.66 3.70 4.42 2.97 5.10 5.13 2.42 2.90 3.54 3.26 7.01 2.68 3.41 3.29 2.77 3.06 2.60 4.12 4.56 6.31 5.22 8.38 6.02 6.31 6.90 2.44 2.89 3.87 4.63 3.29 4.06 5.40 4.00 4.23 6.58 6.28 8.07 16.11 13.95 6.19 12.85 2.66 12.63 3.99 4.21 6.83 3.44 5.20 3.55 4.15 2.66 5.02 5.47 4.85 6.76 4.01 13.23 2.33
2 2 2 2 2 2 2 2 2 0 2 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 2 3 3 3 2 1 2 2 3 0 3 3 3 3 3 3 2 3 3 3 3 2 3 3 2 3 3 3 3 2 2 2
09:24 10:13 05:59 12:05 02:34 10:57 13:35 15:50 13:16 21:34 23:14 13:10 00:20 00:12 01:16 01:30 01:44 01:37 00:45 01:06 01:21 01:29 01:34 01:38 01:25 10:52 01:31 01:23 00:19 05:54 01:25 00:30 11:37 20:57 10:56 11:00 00:07 05:50 03:19 03:19 03:19 01:29 01:06 02:31 01:44 01:29 01:26 00:44 01:03 23:18 03:16 00:52 11:25 03:27 01:33 01:33 01:44 22:15 22:05 11:05
5.99 13.56 7.66 3.56 4.41 2.57 5.10 5.10 2.42 2.35 2.88 2.42 3.93 1.80 2.74 2.69 2.25 2.99 2.38 2.84 3.47 5.05 4.67 5.11 4.52 3.65 3.92 2.07 2.11 2.89 3.49 2.64 3.50 4.44 3.13 3.41 5.08 6.28 7.73 13.63 12.01 4.30 12.40 2.20 11.54 3.46 3.20 5.23 3.10 3.98 3.15 3.30 1.70 3.78 3.63 3.67 5.18 3.76 10.12 1.83
3 3 2 2 2 2 2 2 2 1 1 2 2 3 3 3 3 3 2 3 3 2 3 3 2 3 3 3 2 3 3 2 2 1 2 2 1 0 3 3 3 2 3 3 2 3 3 3 3 3 3 2 2 3 3 3 2 2 2 3
05:45 04:12 01:44 12:07 05:29 10:20 13:36 13:35 13:16 18:26 20:42 13:16 23:32 01:28 00:44 01:23 01:42 01:38 12:44 01:21 01:16 05:03 01:41 01:43 23:38 02:01 00:57 01:07 12:03 01:03 01:31 12:03 12:02 00:53 11:30 11:30 16:14 05:50 04:59 04:59 03:20 11:39 01:06 02:31 04:57 01:25 01:31 00:13 01:03 00:01 04:16 11:42 10:31 00:54 01:44 01:44 03:17 22:32 22:47 01:06
20.86 8.99 37.88 27.39 60.91 4.75 17.37 0.67 0.21 19.93 20.71 22.36 21.54 19.70 17.68 33.34 24.44 26.88 18.29 27.11 29.04 18.03 37.66 24.79 19.15 18.91 17.66 50.23 22.25 15.80 32.06 28.81 23.57 22.62 14.05 14.76 25.27 23.35 18.92 0.83 1.32 19.88 0.55 24.86 46.76 36.77 1.69 17.53 32.64 18.41 31.27 31.87 20.88 16.21 15.97 16.99 21.62 35.45 4.25 22.59
8.04 5.30 9.46 3.27 5.62 4.75 10.38 6.53 3.81 2.57 3.13 2.89 6.20 2.37 3.01 2.91 2.45 2.71 2.30 3.65 4.03 5.58 4.61 7.41 5.32 5.58 6.10 4.85 2.56 3.42 4.09 3.20 3.59 4.78 1.99 2.10 3.45 3.81 3.86 5.13 6.94 3.08 4.09 2.35 6.28 3.53 3.72 6.04 3.05 2.59 3.14 3.39 2.36 4.44 2.72 2.41 5.97 3.54 1.55 2.06
2 2 2 2 2 2 3 2 0 0 2 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3 3 2 3 3 2 2 1 2 2 1 2 3 3 3 3 3 3 2 3 3 3 3 2 3 3 2 3 3 3 3 2 0 2
09:24 10:13 05:59 12:05 02:34 09:17 04:26 15:50 18:05 21:34 23:14 13:10 00:20 00:12 01:16 01:30 01:44 01:37 00:45 01:06 01:21 01:29 01:34 01:38 01:25 10:52 01:31 01:23 00:19 05:54 01:25 11:01 11:37 20:57 10:56 11:00 06:40 01:15 03:19 03:19 03:19 01:29 01:06 02:31 01:44 01:29 01:26 00:44 01:03 23:18 03:16 00:52 11:25 03:27 01:33 01:33 01:44 22:15 07:11 11:05
1.00 1.00 1.00 1.00 1.00 0.71 1.00 1.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 2 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
18:51 20:17 18:28 08:12 18:28 13:32 08:37 08:36 13:18 17:35 17:35 17:35 08:08 08:08 08:11 05:28 05:28 05:27 08:11 05:31 05:26 05:27 05:27 05:26 05:26 05:26 05:26 04:33 05:31 05:31 05:26 09:50 05:24 05:24 07:52 08:08 00:41 00:27 03:34 05:43 05:21 04:49 05:21 08:23 04:05 04:08 05:22 05:24 05:37 05:53 08:28 05:29 01:32 01:32 06:10 06:10 04:16 08:40 15:28 05:34
1.20 2.40 1.20 1.20 1.00 1.50 1.00 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20 4.00 1.20
2015 H&H “Control” Model Results Report Page - 42 of 63 5 Year 72 Hour Event
U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.62 3.10 3.30 4.99 3.33 15.74 2.86 3.38 6.41 5.66 8.15 4.56 6.19 4.19 4.34 10.43 6.38 3.95 5.31 3.53 22.10 6.24 8.34 8.14 5.09 7.51 4.54 5.72 2.97 6.03 12.90 12.06 7.33 8.46 7.10 8.67 9.70 8.32 5.04 12.21 18.49 10.96 9.86 14.34 20.19 19.80 20.01 22.71 9.97 30.91 23.32 28.36 46.71 72.98 58.07 127.27 17.92 18.94 19.02 48.35
2 3 3 3 2 3 3 3 2 3 2 3 3 3 2 3 3 2 2 2 0 0 0 0 0 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 1 1 1 2 3 1 0 0 0 3 2 1 0 0 1
10:26 00:41 00:58 00:30 11:51 03:57 00:13 01:23 23:53 00:30 23:01 01:01 00:01 00:42 23:24 00:05 04:59 23:37 23:37 23:37 22:46 15:53 08:32 15:19 10:19 04:08 00:45 05:40 00:44 00:44 12:34 15:53 22:38 23:02 11:25 12:09 12:10 12:07 11:58 13:22 14:55 18:20 17:22 18:52 20:59 18:51 18:51 15:28 13:58 01:19 15:19 11:22 21:45 08:26 00:25 07:48 05:34 20:35 06:28 05:39
4.99 1.74 2.90 3.34 2.77 11.98 2.23 2.60 4.73 4.91 5.35 3.92 4.89 3.55 3.95 8.68 6.33 3.04 3.69 2.97 21.39 5.41 7.45 7.03 3.57 5.29 3.68 4.34 2.89 4.55 12.80 11.67 5.15 5.47 4.70 7.32 8.95 6.34 4.99 9.17 14.72 10.28 9.53 10.58 14.80 12.89 13.10 16.61 8.12 25.21 21.54 27.94 44.67 65.44 48.14 100.91 16.88 17.89 16.88 48.07
2 2 2 2 2 3 2 2 2 2 2 3 3 3 2 2 3 2 2 2 0 0 0 0 0 0 3 1 3 3 2 2 2 3 2 2 2 2 2 2 2 2 2 0 0 0 0 1 2 0 2 0 1 0 3 2 1 2 0 1
10:26 14:25 13:28 11:43 22:41 04:12 11:54 22:36 11:58 23:52 21:14 00:31 00:31 00:31 23:14 20:27 05:00 11:59 11:57 12:01 09:40 15:54 13:54 15:54 09:41 22:31 00:49 12:09 00:39 00:31 12:35 15:52 21:12 01:13 19:54 13:27 12:09 19:03 12:09 12:00 13:54 16:41 16:58 16:54 18:52 11:32 11:32 23:33 14:30 14:36 03:13 11:22 19:48 13:22 00:25 07:19 20:50 04:27 06:27 08:42
14.77 27.86 19.16 0.64 29.69 9.42 9.89 12.49 11.46 15.36 12.29 0.45 0.38 1.09 41.48 10.63 49.09 30.51 20.08 26.23 52.83 9.19 3.14 31.09 0.93 13.77 31.76 28.67 43.58 1.10 9.84 1.83 25.70 5.97 8.27 11.86 16.24 10.68 19.64 32.58 3.58 1.61 1.63 4.00 2.06 1.00 1.85 1.92 1.93 1.57 2.90 5.50 3.62 3.08 1.01 2.18 1.67 0.79 3.30 1.11
5.86 2.74 2.92 4.42 2.94 5.01 1.42 1.68 3.63 3.20 4.61 2.27 3.08 3.70 3.84 2.31 5.84 3.49 4.69 2.88 18.00 5.09 4.72 4.60 3.39 4.25 4.01 6.21 3.22 4.11 3.34 15.36 6.48 1.87 1.57 1.92 2.15 1.84 2.51 6.07 5.89 5.45 4.90 7.19 6.51 6.30 9.95 7.23 3.18 9.94 7.42 9.16 10.37 10.32 9.43 10.50 8.91 9.58 4.80 15.39
2 3 3 3 2 3 3 3 2 3 2 3 3 3 2 3 3 2 2 2 0 0 0 0 0 3 3 3 3 0 0 2 2 2 2 2 2 2 2 2 2 2 2 0 0 1 1 1 2 3 1 0 0 0 3 2 1 0 0 1
10:26 00:41 00:58 00:30 11:51 03:57 00:13 01:23 23:53 00:30 23:01 01:01 00:01 00:42 23:24 00:05 04:59 23:37 23:37 23:37 22:46 15:53 08:32 15:19 10:19 04:08 00:45 05:40 00:44 00:22 00:02 15:53 22:38 23:02 11:25 12:09 12:10 12:07 11:58 13:22 14:55 18:20 17:22 18:52 20:59 18:51 18:51 15:28 13:58 01:19 15:19 11:22 21:45 08:26 00:25 07:48 05:34 20:35 06:26 05:39
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 2 2 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:28 05:47 04:25 05:31 05:32 20:34 06:41 06:41 04:56 06:26 05:57 06:41 06:41 05:27 05:27 05:14 02:36 04:53 04:52 04:54 07:16 07:17 07:23 07:21 08:33 00:22 00:22 00:21 00:21 12:03 00:09 00:01 02:25 05:41 05:50 05:55 05:47 05:43 05:07 04:49 04:38 05:34 05:58 06:05 06:05 05:17 05:19 05:59 04:43 05:59 06:07 06:00 06:00 06:13 06:34 06:16 05:44 06:19 06:28 06:10
1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.50 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.25 1.50 1.50 1.45 1.50 1.20 1.08 1.08 3.83 3.19 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 1.99 1.60 2.00 2.00 1.98 1.99 1.99 2.40 3.00 2.80 4.00 1.60 1.51 2.14 2.00
2015 H&H “Control” Model Results Report Page - 43 of 63 5 Year 72 Hour Event
U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.69 3.20 3.87 3.33 9.68 7.96 8.82 27.75 29.66 19.32 18.40 14.76 3.34 32.88 28.59 19.95 13.54 21.34 32.45 16.41 7.96 13.49 31.30 4.57 21.42 11.62 11.51 6.26 3.95 5.47 10.33 7.65 12.90 5.26 4.12 3.12 4.39 4.41 2.12 11.03 5.05 5.77 9.64 5.71 2.14 3.94 4.99 3.15 3.61 5.44 5.68 6.31 7.46 11.96 8.54 6.93 6.86 2.40 5.37 3.18
2 3 2 0 1 1 3 2 2 0 2 3 3 0 2 0 2 2 2 0 3 0 1 2 2 2 3 2 2 3 2 3 2 3 2 2 2 2 2 0 3 3 3 3 3 2 2 3 2 2 2 0 2 2 2 2 2 3 2 3
14:23 05:42 23:15 06:23 21:23 19:38 02:17 12:46 13:35 08:52 08:01 01:21 05:00 09:10 14:30 00:02 15:56 12:45 13:21 20:38 02:19 20:37 16:55 12:20 22:21 18:05 00:28 15:54 15:54 04:10 12:06 00:33 08:07 02:39 13:07 14:57 11:00 11:30 11:02 00:00 01:59 01:10 03:46 01:56 00:39 14:54 22:29 05:12 14:53 14:35 14:35 21:04 14:07 14:25 12:41 13:16 12:41 02:42 10:26 03:22
4.30 1.48 3.86 3.33 9.09 7.30 7.97 26.32 25.57 16.39 17.83 8.71 2.94 27.51 25.60 13.98 12.55 19.35 23.74 12.52 7.41 11.48 26.99 4.57 16.16 10.60 9.21 5.15 3.04 5.01 7.97 6.56 10.29 5.26 3.98 3.08 3.03 4.00 2.06 7.72 4.43 4.84 7.81 4.43 2.04 3.63 3.37 2.89 2.97 4.69 4.53 5.20 7.02 7.69 7.87 6.47 6.47 2.32 4.24 3.15
2 2 2 2 0 1 0 2 2 2 0 3 3 0 2 0 2 2 2 0 3 1 0 2 2 2 2 2 2 3 3 3 2 3 2 2 2 2 3 2 3 2 3 3 2 2 2 3 2 2 2 2 2 2 2 2 2 3 1 3
15:06 11:41 23:15 20:55 09:16 19:38 17:45 17:40 17:40 11:11 08:53 02:30 05:00 19:04 17:18 21:16 17:39 15:56 13:21 20:16 03:18 19:42 06:28 12:21 13:55 18:06 20:40 20:40 20:40 04:18 00:33 00:33 08:50 02:35 12:48 14:57 11:11 11:31 00:31 12:16 02:35 11:14 03:42 00:48 09:21 14:46 13:34 05:07 14:05 14:05 14:34 13:31 14:04 13:17 12:13 12:20 12:20 02:43 11:07 03:56
4.92 14.32 45.27 36.86 2.76 0.92 10.51 1.41 18.69 12.04 18.78 0.38 34.49 1.07 29.14 0.78 0.67 7.37 0.37 6.01 1.60 31.61 0.57 0.71 12.64 0.17 29.87 24.15 27.73 34.64 0.30 24.01 2.23 57.82 1.32 0.85 19.86 0.79 32.44 32.54 0.11 0.13 24.65 0.82 0.69 30.16 19.62 22.78 29.23 38.05 18.79 11.29 1.17 14.40 0.65 0.82 0.71 20.80 17.37 28.70
5.09 3.47 4.92 4.25 3.29 3.96 2.81 8.83 6.80 6.61 4.87 3.26 3.63 10.46 6.32 6.62 4.31 6.98 4.06 1.92 5.70 4.84 2.54 4.65 4.36 11.22 8.36 3.54 3.49 4.45 2.28 3.80 6.41 6.70 3.65 2.75 3.58 2.19 2.70 5.64 2.54 2.87 7.85 5.05 1.89 3.48 4.42 2.57 3.19 4.81 2.82 3.14 3.71 5.95 7.55 6.28 8.73 2.12 4.75 2.82
2 3 2 0 0 1 3 2 2 0 2 3 3 0 2 0 2 2 2 0 3 0 1 2 2 2 3 2 2 3 2 3 2 3 2 2 2 2 2 0 3 3 3 3 3 2 2 3 2 2 2 0 2 2 2 2 2 3 2 3
14:23 05:42 23:15 06:23 06:27 19:38 02:17 12:46 18:01 00:00 08:01 01:21 05:00 09:10 14:30 00:02 15:56 17:27 13:21 00:08 02:19 20:37 16:55 12:21 22:21 11:47 00:28 15:54 15:54 04:10 12:06 00:33 08:07 02:39 13:07 14:57 11:00 11:30 11:02 00:00 01:59 01:10 03:46 01:56 00:39 14:54 22:29 05:12 14:53 14:35 14:35 21:04 14:07 14:25 12:41 12:09 12:41 02:42 10:26 03:22
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 1 2 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
04:09 02:35 06:23 06:22 06:28 06:19 05:08 00:03 00:04 08:01 08:52 08:00 02:35 00:02 00:04 00:02 06:08 06:22 06:36 06:21 06:06 05:47 06:33 12:36 07:18 11:56 11:54 11:54 11:53 03:50 07:16 06:32 05:59 00:00 05:59 06:37 03:50 06:36 06:45 00:00 08:56 08:56 03:50 06:24 06:09 05:46 05:46 03:50 05:46 05:46 05:54 05:53 05:52 05:43 06:44 06:44 00:00 08:23 08:22 08:27
1.08 1.08 0.86 0.88 1.66 1.60 2.00 0.78 2.03 0.94 1.38 2.40 1.08 1.07 2.27 2.39 1.86 1.98 3.20 4.00 1.33 1.99 4.00 1.20 2.50 1.58 1.25 0.59 0.47 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 0.63 1.59 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.02 0.47 0.39 1.20 1.20 1.20
2015 H&H “Control” Model Results Report Page - 44 of 63 5 Year 72 Hour Event
U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
10.77 5.19 6.34 3.95 3.59 3.86 10.94 3.38 5.27 3.05 4.03 6.28 14.55 7.20 8.32 10.86 5.80 6.93 6.66 8.96 15.01 8.65 10.41 15.51 7.47 4.41 3.35 7.71 3.05 2.74 5.50 5.59 5.48 11.37 11.93 4.37 3.47 2.78 9.20 4.64 7.22 6.26 5.59 6.88 13.05 11.94 4.28 34.02 33.13 8.07 9.29 6.04 13.00 9.59 3.52 3.00 6.10 7.59 4.56 10.25
3 3 3 3 3 3 3 3 3 3 3 3 2 3 2 2 3 3 3 2 3 3 3 3 2 2 2 3 2 2 2 2 2 0 0 0 0 0 0 3 3 2 2 2 2 3 3 3 3 0 3 0 1 2 3 3 2 3 3 2
01:39 04:05 00:16 04:11 03:32 03:20 03:49 00:33 03:21 02:11 01:21 01:26 22:47 03:18 11:52 11:53 00:35 00:43 00:42 11:58 02:00 01:19 02:02 01:14 14:53 16:36 18:28 01:03 11:52 15:43 12:40 12:15 12:15 00:00 00:00 00:02 00:03 21:06 00:00 00:59 00:48 12:46 14:13 14:17 13:16 05:57 01:30 00:47 00:47 13:03 00:10 07:38 09:23 11:40 00:22 05:18 11:23 04:01 00:51 14:57
7.00 3.90 4.41 3.24 3.42 2.76 6.75 3.05 5.09 3.02 3.04 5.09 8.78 5.31 7.74 10.85 3.86 6.67 6.10 8.51 9.05 6.93 8.79 12.10 4.48 3.56 2.67 5.76 2.17 2.29 5.14 4.95 5.10 8.01 9.21 3.94 3.09 2.28 4.03 4.13 5.87 5.98 5.16 4.28 10.22 8.66 3.80 29.50 32.62 6.95 8.04 5.79 11.07 7.10 3.23 2.63 3.99 5.74 3.59 6.08
3 3 2 3 2 3 3 3 3 2 2 3 0 3 2 2 3 2 3 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 0 2 0 1 2 3 3 2 2 2 3 2 3 3 3 0 3 0 2 2 3 3 2 2 3 2
01:11 03:30 23:50 03:30 12:01 02:41 00:32 00:32 03:42 10:45 11:07 00:33 20:29 03:18 11:54 11:53 00:28 15:00 02:09 11:59 01:57 02:14 02:14 01:00 17:06 16:37 11:53 09:30 15:22 18:22 12:16 12:16 12:16 12:21 00:02 12:08 00:04 07:40 12:14 00:49 00:51 12:00 14:13 14:17 02:45 10:11 01:17 00:48 00:48 07:02 00:10 14:25 08:50 10:50 00:23 04:38 09:49 11:09 00:42 11:04
12.93 19.95 0.06 32.22 30.83 32.77 15.73 8.57 43.23 21.53 16.21 12.23 11.66 0.56 15.77 26.62 26.37 2.12 36.38 20.32 14.25 18.46 17.92 7.19 6.92 12.65 26.39 20.01 25.37 25.08 28.83 24.81 33.84 18.40 39.07 34.34 29.21 24.79 33.24 37.90 57.43 49.87 47.85 24.79 33.64 36.60 37.10 53.04 63.03 2.58 31.67 40.98 8.93 9.24 41.20 34.83 5.90 12.50 23.24 0.16
5.36 2.58 2.59 3.49 3.17 3.42 5.44 1.08 4.66 2.70 2.00 2.00 4.63 2.29 2.65 5.40 5.12 7.25 8.07 2.85 4.78 2.75 3.31 2.19 3.72 2.19 2.96 6.81 2.70 2.42 4.87 4.95 4.88 12.33 10.58 3.86 4.62 2.50 5.43 4.11 6.40 5.74 5.21 3.47 6.49 6.02 3.78 16.92 26.99 6.57 7.57 4.93 2.87 2.12 4.48 3.83 1.35 3.77 4.03 3.26
3 3 2 3 3 3 3 3 3 3 3 3 2 3 2 2 3 0 0 2 3 3 3 3 2 2 2 3 2 2 2 2 0 0 0 0 0 0 0 3 3 2 2 3 2 3 3 3 3 0 3 0 1 2 3 3 2 3 3 2
01:39 04:05 10:50 04:11 03:32 03:20 03:49 00:33 03:21 02:11 01:21 01:26 22:47 03:18 11:52 11:53 00:35 00:00 00:00 11:58 02:00 01:19 02:02 01:14 14:53 16:36 18:28 01:03 11:52 15:43 12:40 12:15 00:00 00:00 00:00 00:02 00:02 00:05 00:00 00:59 01:34 12:46 14:13 01:19 13:16 05:57 01:30 00:47 00:47 13:03 00:10 07:38 09:23 11:40 00:22 05:18 11:23 04:01 00:51 14:57
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2 2 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 1 0 1 0 0 0 0 0 0 1 1 1 1 0 0
08:53 08:53 11:50 08:22 08:13 08:13 08:44 06:25 08:13 08:04 08:38 20:56 09:50 09:47 07:45 07:04 05:31 00:00 00:01 07:43 07:43 07:44 07:44 10:00 11:54 11:54 11:53 01:32 11:52 11:52 00:02 00:02 00:02 00:00 00:00 00:02 00:04 00:05 00:00 01:30 20:52 18:15 08:41 11:58 06:34 17:55 01:16 00:39 23:40 00:53 01:07 01:07 04:23 04:24 01:53 01:53 14:40 06:27 01:02 06:44
1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 0.47 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.05 1.05 0.47 0.47 0.47 0.84 1.17 1.20 0.59 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60 1.20 2.00
2015 H&H “Control” Model Results Report Page - 45 of 63 5 Year 72 Hour Event
U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.19 5.53 4.71 10.05 4.37 16.89 15.10 22.02 14.90 27.07 7.98 14.60 12.28 5.64 5.23 5.57 4.37 8.11 5.61 6.03 4.08 5.01 4.22 3.17 3.13 3.39 2.97 2.94 5.39 3.53 2.96 5.04 2.80 2.80 5.10 4.91 5.09 5.83 8.69 4.15 3.54 8.10 7.46 13.59 6.42 11.92 5.85 4.86 7.63 4.90 6.99 16.78 5.90 6.60 3.58 6.87 6.21 7.51 7.02 3.52
3 3 2 3 3 2 3 2 2 2 3 2 3 2 2 3 2 3 3 3 2 0 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 3 2 2 2 2 2
00:30 00:37 11:08 00:18 01:26 19:09 00:16 23:13 23:58 21:55 02:00 12:34 02:12 13:46 13:12 01:15 13:05 05:58 03:33 05:37 11:10 11:14 16:10 12:16 12:04 12:16 14:45 12:34 00:49 11:53 12:34 18:30 12:15 12:15 12:15 00:59 12:15 12:15 13:54 14:03 14:52 11:58 13:54 13:39 15:28 02:01 15:55 15:55 15:34 01:09 15:13 13:33 15:57 15:57 01:03 15:58 15:58 15:59 16:19 23:26
4.92 4.49 3.50 8.74 3.58 12.50 11.81 15.58 12.64 21.30 7.43 8.95 7.88 4.91 4.69 4.30 4.06 5.16 5.21 4.96 3.37 3.08 3.71 1.83 2.33 2.76 2.40 2.88 3.92 2.86 2.25 4.00 2.80 2.80 5.09 4.21 5.06 5.69 8.60 3.09 2.97 7.24 6.61 10.93 6.27 8.05 3.85 3.51 5.66 4.24 5.70 9.07 4.84 4.71 3.02 6.12 6.03 5.50 5.41 3.49
3 3 2 3 3 2 2 2 2 3 3 1 3 3 2 3 2 1 2 3 2 1 2 2 2 2 2 2 0 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2
00:23 00:37 12:15 00:01 01:07 18:46 20:09 12:08 15:44 00:08 02:59 09:00 00:03 01:07 12:54 01:15 12:48 08:56 07:21 05:37 12:35 08:03 13:12 12:07 12:16 12:17 12:08 14:46 21:49 12:26 12:24 11:18 12:15 12:15 12:15 01:21 12:16 12:16 12:48 12:12 12:10 13:04 13:04 12:21 15:45 08:16 15:51 15:51 15:40 01:08 15:50 14:17 16:14 16:14 00:59 16:08 15:59 15:40 16:23 23:26
23.60 0.13 6.05 19.86 25.57 6.72 9.82 13.83 16.24 4.79 60.33 28.37 20.43 26.98 37.69 24.32 43.91 34.09 48.38 50.73 40.70 17.09 27.75 30.91 27.22 30.38 31.21 27.84 28.68 22.48 21.64 27.18 16.99 8.48 17.04 32.22 14.48 4.12 75.97 23.34 13.19 21.07 26.96 5.16 56.01 0.50 32.33 17.85 22.70 24.74 23.26 12.08 10.08 37.15 28.82 35.40 20.80 25.80 23.56 23.59
2.93 4.51 1.50 3.20 3.86 5.38 3.34 4.87 3.29 2.35 10.17 7.26 6.11 4.99 6.74 4.93 5.67 10.32 7.14 7.69 5.36 4.43 5.37 4.04 3.98 4.58 4.10 4.06 4.76 4.50 3.77 4.61 2.47 1.39 2.58 4.34 2.84 2.58 7.76 3.67 1.76 4.03 3.71 3.00 5.68 3.79 5.17 2.42 3.80 4.33 3.48 5.34 1.88 5.84 3.16 6.07 3.09 3.73 3.49 3.12
3 3 2 3 3 2 3 2 2 2 3 2 3 2 2 3 2 3 3 3 2 0 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 3 2 2 2 2 2
00:30 00:37 11:08 00:18 01:26 19:09 00:16 23:13 23:58 21:55 02:00 12:34 02:12 13:46 13:12 01:15 12:27 05:58 03:33 05:37 11:10 11:14 16:10 12:16 12:04 12:16 14:45 12:34 00:49 11:53 12:25 18:30 12:15 12:15 12:15 00:59 12:15 12:15 13:54 14:03 14:52 11:58 13:54 13:39 15:28 02:01 15:55 15:55 15:34 01:09 15:13 13:33 15:57 15:57 01:03 15:58 15:58 15:59 16:19 23:26
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.84 0.50 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 0 1 0 0 1 2 0 1 2 2 2 2 2 0 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 2 0 2 2 2 2 0
06:02 11:36 21:11 06:24 00:57 06:24 06:33 04:11 04:12 06:22 00:09 00:03 06:32 12:02 11:37 00:48 04:41 23:03 22:52 09:26 07:21 00:45 09:31 11:22 11:49 11:59 12:03 11:46 00:45 11:46 09:32 11:51 11:56 12:11 12:15 00:40 12:15 12:15 12:15 08:20 10:55 11:00 11:00 11:38 08:20 07:44 07:30 08:21 08:21 00:36 08:21 09:59 09:58 07:28 00:33 06:30 08:14 08:14 08:14 00:29
1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.57 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60 1.60 1.19
2015 H&H “Control” Model Results Report Page - 46 of 63 5 Year 72 Hour Event
U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13 WEIR-15 WEIR-17
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
11.10 8.11 21.96 11.18 17.86 16.95 11.79 11.88 16.44 9.84 2.32 3.29 6.36 2.18 3.44 5.61 7.89 4.11 2.96 4.46 16.40 11.38 5.72 4.29 6.19 11.11 11.87 13.94 4.94 14.11 10.21 10.89 6.79 27.48 18.41 7.42 7.46 14.72 7.43 6.63 9.39 6.98 8.00 8.00 123.00 2.92 23.47 0.00 35.75 18.92 107.13 67.92 15.54 5.10 58.87 145.51 3.24 3.53 4.30 13.85
2 2 3 2 2 2 2 2 2 3 2 3 3 2 2 2 3 2 2 2 2 0 3 0 2 0 0 0 0 0 0 2 2 2 0 2 3 3 2 2 0 2 0 0 2 2 2 0 2 2 3 3 1 2 2 2 2 2 2 2
10:56 11:35 00:38 22:28 23:56 23:51 22:47 22:48 22:38 00:29 11:52 00:18 00:18 11:55 11:55 08:45 03:29 11:33 13:06 10:58 21:19 18:52 05:38 00:00 12:15 00:00 00:00 08:15 00:00 09:14 08:48 08:13 16:40 10:14 00:00 08:02 01:23 01:06 15:26 15:03 09:45 15:49 07:46 07:46 19:36 14:18 07:36 00:00 21:06 08:50 00:50 00:58 21:22 13:35 23:50 08:11 12:55 13:30 21:32 21:10
6.29 6.65 15.37 10.25 12.63 11.96 11.20 9.90 11.08 8.51 2.31 3.29 2.71 1.77 2.98 3.56 3.50 3.17 2.96 3.12 9.56 9.34 5.07 3.46 6.19 4.97 8.47 9.95 4.45 14.09 9.32 9.91 5.72 17.50 5.86 6.01 5.57 9.88 6.50 5.52 7.50 6.77 8.00 8.00 52.79 2.26 9.75 0.00 24.66 8.75 73.21 42.55 7.19 5.10 35.95 75.82 3.20 3.52 3.39 10.12
2 2 0 0 2 2 2 3 3 2 2 3 2 2 2 2 2 2 2 2 2 0 2 2 2 0 0 2 2 1 0 2 2 1 2 2 2 3 2 2 0 2 0 0 2 2 2 0 2 2 2 3 2 2 2 2 2 2 2 3
16:19 11:21 15:17 22:20 20:41 22:43 22:48 00:29 00:40 23:09 11:53 00:18 11:31 11:57 11:33 11:55 11:46 07:21 13:07 09:03 20:05 21:15 08:07 12:15 12:15 00:01 06:28 08:27 12:12 09:00 09:11 21:30 17:15 11:04 16:18 13:45 09:53 01:06 16:14 16:20 06:37 15:49 07:47 07:47 13:55 12:12 07:37 00:00 12:24 20:06 16:26 00:32 08:45 13:36 22:54 08:01 12:51 13:35 12:39 00:36
12.45 6.58 5.60 1.06 1.74 17.39 17.97 16.57 6.59 47.58 0.87 1.52 45.77 19.19 20.92 11.60 12.10 12.13 11.93 14.52 0.92 0.64 32.58 1.87 1.90 3.79 1.56 6.13 15.69 1.30 35.50 39.03 22.12 0.72 25.59 31.01 43.25 13.60 34.83 41.92 15.03 32.02 1.00 1.00
5.52 2.67 3.11 3.56 5.69 5.40 3.75 3.78 3.63 8.10 2.73 3.90 5.79 1.93 3.04 2.79 3.93 2.04 1.47 2.52 3.63 2.52 5.06 5.55 5.47 5.70 6.10 3.27 6.39 7.02 5.33 5.42 4.86 6.97 9.16 5.32 6.60 5.28 5.32 5.86 8.30 5.00
2 0 3 2 2 2 2 2 2 3 2 3 3 2 2 2 3 2 2 2 2 0 3 0 2 0 0 0 0 0 0 2 2 2 0 2 3 3 2 2 0 2
10:56 06:09 00:38 22:28 23:56 23:51 22:47 22:48 22:38 00:29 11:48 00:18 00:18 11:55 11:55 08:45 03:29 11:33 13:06 10:58 21:19 18:52 05:38 00:00 12:15 00:00 00:00 00:00 00:00 09:14 08:48 08:13 16:40 10:14 00:00 08:02 01:23 01:21 15:26 15:03 09:45 15:49
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0
08:12 10:05 05:59 05:08 05:09 06:43 06:44 06:44 06:44 06:40 11:54 12:09 20:17 08:29 08:29 08:54 08:54 08:55 08:55 08:44 04:47 04:47 01:08 00:00 00:00 00:00 00:00 00:00 00:00 05:13 00:05 00:04 00:30 00:05 00:00 04:19 05:18 10:09 08:04 07:02 00:03 00:03
1.00 0.10 0.79 0.00 0.95 0.58 1.00 1.00 0.39 0.21 1.00 1.00 0.16 0.14 0.25 0.60
2 2 2 0 2 2 2 2 2 2 2 0 2 2 2 2
12:36 16:27 07:36 00:00 20:52 08:50 08:03 10:24 20:36 13:35 11:55 06:28 15:35 13:24 22:36 19:47
1.60 2.40 3.00 2.00 2.00 2.00 1.99 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 0.63 0.63 1.75 0.47 0.63 1.53 1.60 1.32 2.40 0.63 1.32 1.20 2.00 1.03 0.97 1.19 1.20
2015 H&H “Control” Model Results Report Page - 47 of 63 5 Year 72 Hour Event
WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49 CDT-51 CDT-53
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.40 0.78 3.30 2.37 1.06 0.65 6.99 0.56 7.44 3.76 4.30 4.00 0.00 0.00 1.33 6.15 8.66 3.07 0.00 7.48 0.00 8.70 3.39 2.04 9.28 1.22 15.96 11.76 2.68 2.03 0.00 0.55 4.17 3.88 1.07 4.09 4.44 5.33 5.08 69.55 99.11 2.14 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.79 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30
3 2 2 2 3 3 3 2 2 2 2 2 0 0 2 2 3 2 0 3 0 2 2 2 2 3 2 2 2 2 0 2 2 2 2 2 2 2 2 0 3 0 2 2 0 2 0 0 0 1 0 1 0 2 0 0 2 0 0 0
00:01 12:15 12:15 09:33 00:16 00:16 03:49 15:20 23:30 23:28 13:10 12:20 00:00 00:00 12:34 17:33 01:11 15:57 00:00 01:14 00:00 12:08 12:03 12:27 11:45 01:05 12:02 21:09 13:49 22:01 00:00 12:52 18:15 20:10 18:15 12:59 22:23 22:23 14:34 21:48 05:30 08:18 09:59 06:05 05:41 07:26 07:34 09:25 20:01 23:21 00:00 13:13 09:54 07:05 20:54 08:56 11:52 06:26 07:10 00:00
3.93 0.78 3.28 1.42 0.00 0.49 2.84 0.56 5.27 0.82 2.57 3.79 0.00 0.00 1.33 3.89 4.42 1.81 0.00 7.08 0.00 4.87 1.85 2.04 6.41 0.69 12.83 7.45 2.17 1.23 0.00 0.55 3.60 2.91 0.71 2.91 2.84 2.87 3.29 45.70 63.66 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.80 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30
2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 2 2 2 0 3 0 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 0 1 3 2 2 0 2 1 2 1 1 0 2 2 2 1 1 2 0 0 0
23:55 12:16 12:15 12:55 08:08 13:00 13:02 15:20 12:11 12:30 13:11 12:21 00:00 00:00 12:36 18:42 12:15 12:56 00:00 00:27 00:00 22:22 18:22 12:27 22:44 12:56 12:03 22:05 16:15 14:57 00:00 12:54 19:58 21:03 14:00 12:51 19:52 12:51 18:38 12:16 16:04 01:02 10:00 11:26 21:10 08:02 03:33 07:42 09:53 23:22 00:00 07:47 09:28 07:06 09:37 08:30 11:53 06:38 07:11 00:05
0.31 0.05 0.13 0.16 0.10 0.07 0.24 0.07 0.29 0.15 0.17 0.19 0.00 0.00 0.10 0.23 0.29 0.24 0.00 0.76 0.00 0.36 0.22 0.10 1.00 0.09 0.47 0.41 0.25 0.10 0.00 0.22 0.25 0.17 0.07 0.19 0.25 0.25 0.36 1.00 1.00 1.00
2 2 2 2 3 3 2 2 2 2 2 2 0 0 3 3 3 2 0 2 0 3 2 2 2 3 2 2 2 2 0 2 2 2 2 2 2 2 2 0 0 0
16:14 12:15 12:15 09:33 00:16 00:16 16:07 15:19 23:30 23:44 13:10 14:09 00:00 00:00 00:06 01:03 01:11 16:07 00:00 17:59 00:00 00:13 14:54 11:52 09:58 01:05 12:32 21:08 14:54 22:01 00:00 12:56 23:24 20:10 20:23 13:09 22:23 22:23 14:39 06:01 05:03 05:59
2015 H&H “Control” Model Results Report Page - 48 of 63 5 Year 72 Hour Event
CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
2 0 2 0 2 2 2 0 0 0
11:15 21:13 11:52 23:37 07:50 08:13 11:52 05:50 05:10 06:11
1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
2 0 2 0 2 2 2 1 0 0
11:52 22:52 12:04 23:40 10:17 11:05 11:53 06:13 06:08 06:12
2015 H&H “Control” Model Results Report Page - 49 of 63 5 Year 72 Hour Event
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.34 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-11 1.00 0.03 0.01 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.10 0.00 0.00 0.35 0.00 0.01 0.55 0.01 0.00 CDT-175 5.03 0.06 0.00 0.00 0.35 0.00 0.00 0.59 0.01 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 35.11 0.00 0.82 0.00 0.18 0.00 0.00 0.00 0.04 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 35.11 0.00 0.75 0.00 0.24 0.00 0.00 0.00 0.02 0.00 CDT-217 37.56 0.00 0.83 0.00 0.17 0.00 0.00 0.00 0.04 0.00 CDT-219 35.11 0.00 0.83 0.00 0.17 0.00 0.00 0.00 0.03 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 35.11 0.00 0.80 0.00 0.20 0.00 0.00 0.00 0.03 0.00 CDT-237 40.98 0.00 0.80 0.00 0.20 0.00 0.00 0.00 0.01 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 40.98 0.00 0.80 0.00 0.20 0.00 0.00 0.00 0.00 0.00 CDT-245 40.98 0.00 0.80 0.00 0.20 0.00 0.00 0.00 0.00 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-279 35.11 0.05 0.48 0.00 0.47 0.00 0.00 0.00 0.43 0.00 CDT-281 35.11 0.02 0.85 0.00 0.13 0.00 0.00 0.00 0.06 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 50 of 63
CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211
5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.05 0.00 0.00 0.05 0.00 0.06 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.04 0.00 0.01 0.00 0.00 0.01 0.04 0.00 0.06 0.07 0.07 0.01 0.01 0.00 0.00 0.00 0.01
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.98 1.00 0.98 1.00 1.00 1.00 0.94 1.00 0.97 0.00 1.00 0.94 1.00 0.96 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.99 1.00 0.99 0.95 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.94 0.59 1.00 0.99 1.00 1.00 0.96 0.86 1.00 0.92 0.79 0.82 0.93 0.99 1.00 1.00 1.00 0.99
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.05 0.06 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.35 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.02 0.14 0.06 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.05 0.03 0.00 0.00 0.00 0.00 0.00 0.00
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U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366
1.00 1.06 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.28 1.30 1.00 1.00 1.00 1.00 1.40 1.00 1.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.08 0.06 0.00 0.00 0.00 0.19 0.04 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00 0.01 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.99 0.27 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.83 0.95 0.95 0.90 1.00 1.00 1.00 1.00 0.99 1.00 0.94 0.85 0.92 0.96 1.00 1.00 0.24 0.32 0.87 0.63 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.30 1.00 1.00 0.99 0.98 0.96 0.64 0.94 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.86 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.02 0.00 0.03 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.02 0.00 0.00 0.00 0.56 0.62 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.00 0.00 0.00 0.00 0.02 0.34 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.34 0.00 0.41 0.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00
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U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513
1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.05 0.04 0.04 0.04 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.03 0.03 0.03 0.03 0.00 0.03 0.03 0.03 0.03 0.03 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 1.00 0.98 0.98 0.98 0.98 0.98 1.00 0.98 0.86 1.00 0.99 0.98 0.94 0.95 0.96 0.96 0.43 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.86 0.74 0.91 0.97 0.97 0.96 1.00 0.89 0.88 0.91 0.86 0.59 0.59 0.86 1.00 0.96 0.88 1.00 1.00 1.00 1.00 1.00 0.95 0.96 1.00 1.00 0.93 0.57 0.04 0.99 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.23 0.06 0.00 0.00 0.01 0.00 0.07 0.09 0.06 0.10 0.37 0.34 0.14 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.43 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.03 0.03 0.01 0.29 0.33 0.40 0.08 0.01 0.23 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.05 0.41 0.74 0.05 0.00 0.00 0.00 0.00 0.09 0.05 0.08 0.00
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U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66
1.00 1.00 1.00 1.00 1.00 8.39 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.71 4.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 7.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.27 0.05 0.82 0.82 0.82 0.82 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.04 0.00 0.00 0.01 0.00 0.02 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.03 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.05 0.01 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.94 1.00 1.00 0.11 0.95 0.14 0.15 0.12 0.12 1.00 1.00 0.99 0.97 1.00 1.00 0.96 1.00 1.00 1.00 1.00 0.85 0.93 1.00 0.96 0.96 1.00 0.99 1.00 0.98 1.00 0.99 0.98 0.98 1.00 0.95 0.94 1.00 1.00 1.00 1.00 1.00 1.00 0.13 0.97 1.00 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.02 0.00 0.00 0.60 0.00 0.00 0.00 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.03 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.04 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.08 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.00 0.07 0.00 0.06 0.00 0.00 0.06 0.00 0.00 0.03 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.35 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 12.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.11 0.09 0.08 0.08 0.08 0.08 0.00 0.19 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.18 0.00 0.17 0.17 0.15 0.10 0.10 0.00 0.14 0.11 0.06 0.06 0.11 0.14 0.00 0.16 0.15 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.82 0.48 0.45 0.40 0.66 0.39 1.00 0.71 0.16 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 0.97 1.00 0.96 1.00 0.13 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.47 0.53 1.00 0.80 0.58 0.79 0.48 0.53 1.00 0.78 0.68 0.40 0.83 0.68 0.66 1.00 0.82 0.66 0.77 1.00 1.00 1.00 1.00 1.00 0.95 0.01 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.01 0.00 0.01 0.01 0.00 0.00 0.05 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.06 0.43 0.47 0.51 0.22 0.52 0.00 0.04 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.28 0.00 0.01 0.25 0.05 0.42 0.32 0.00 0.07 0.21 0.54 0.11 0.21 0.20 0.00 0.01 0.17 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.05 0.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.11 0.00 0.00 0.18 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.01 0.02 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.20 0.22 0.12 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.99 0.98 0.97 1.00 1.00 1.00 1.00 1.00 0.97 0.81 0.54 0.12 0.88 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.57 1.00 0.99 1.00 1.00 0.69 0.83 0.98 0.19 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.14 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.43 0.00 0.01 0.00 0.00 0.28 0.02 0.02 0.81 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.97 77.97 78.00 0.02 0.00 C-WELL4E 0.00 0.00 0.32 0.00 0.00 CDT-101 16.62 16.63 16.66 0.19 5.77 CDT-103 16.36 16.52 16.66 0.07 1.78 CDT-105 16.16 16.22 16.28 0.09 1.62 CDT-107 19.65 19.72 20.07 0.89 3.24 CDT-109 39.77 41.60 42.87 4.61 15.17 CDT-11 71.92 71.92 72.19 11.81 22.52 CDT-111 41.74 42.95 44.86 6.73 20.79 CDT-113 15.65 15.69 15.66 0.10 5.70 CDT-115 20.42 20.63 20.49 0.21 6.62 CDT-121 21.23 21.59 76.70 0.00 0.15 CDT-123 63.98 64.05 64.06 3.97 14.69 CDT-125 62.46 62.51 62.46 0.14 5.23 CDT-171 33.29 33.39 50.82 0.00 0.20 CDT-177 12.27 13.00 12.61 0.00 5.44 CDT-179 10.57 11.16 10.82 0.00 4.33 CDT-181 13.77 14.04 14.07 0.00 5.33 CDT-183 35.96 37.98 36.76 0.05 15.90 CDT-185 13.77 14.04 14.07 0.00 5.33 CDT-187 63.19 63.20 63.20 0.02 28.01 CDT-189 63.19 63.20 63.20 0.02 29.72 CDT-191 10.57 11.16 10.82 0.00 4.05 CDT-193 20.03 20.27 20.81 0.13 4.16 CDT-195 53.94 53.95 53.95 0.01 4.17 CDT-197 16.40 16.50 16.56 0.04 7.12 CDT-199 15.31 15.42 15.33 0.14 5.87
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 56 of 63
CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125
15.36 0.00 14.52 54.20 54.20 24.33 0.00 0.00 0.00 12.20 15.65 12.92 16.30 18.05 18.05 17.90 0.00 0.00 20.18 18.05 0.00 0.00 17.53 18.28 13.36 15.78 20.14 20.14 14.86 15.61 10.80 3.42 3.42 2.52 13.39 25.15 15.25 13.56 0.00 0.00 14.95 13.65 13.75 13.93 50.49 13.29 31.09 18.22 71.93 40.03 71.62 27.20 0.00 60.46 23.16 15.75 15.52 23.45 78.00 77.99 77.99 78.00 71.43 67.66 49.46 63.58 60.58 69.14 77.98 71.06 73.36 69.93 74.90 72.07 70.41 72.07 71.75 65.16 66.42 34.80
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
15.49 0.00 14.64 54.20 54.20 24.71 0.00 0.00 0.00 12.34 15.69 13.11 16.32 18.07 18.05 18.19 0.00 0.00 20.22 18.07 0.00 0.00 17.63 18.33 13.60 15.84 20.24 20.24 14.95 15.70 11.21 3.55 3.55 2.53 13.45 26.27 15.30 13.58 0.00 0.00 15.00 13.71 13.76 13.95 50.82 13.32 31.45 18.24 71.96 45.55 71.65 27.20 0.00 60.46 23.61 15.81 15.64 24.12 78.00 77.99 77.99 78.00 71.43 70.40 57.03 70.26 65.04 69.14 77.98 71.08 73.36 70.26 74.93 72.07 71.77 75.19 71.75 71.53 66.42 42.70
15.39 16.12 14.77 54.20 54.20 24.48 18.42 17.38 15.42 12.27 15.65 13.01 16.33 18.05 18.07 18.02 16.32 20.15 20.18 18.05 20.18 20.18 17.87 18.28 13.45 15.79 20.14 20.14 15.00 15.65 10.94 3.82 3.82 2.53 13.41 27.00 15.42 13.57 26.27 13.57 15.08 13.68 13.77 13.95 51.29 13.39 33.03 18.34 72.77 41.06 71.63 66.88 0.00 60.46 24.29 15.86 15.73 23.64 78.00 78.00 78.00 78.00 77.99 67.66 65.02 69.10 71.51 77.97 77.99 77.92 78.00 69.93 75.19 75.19 70.41 72.07 71.75 65.16 71.53 44.71
0.08 0.00 0.20 0.00 0.00 0.03 0.00 0.00 0.00 0.02 0.03 0.01 0.07 0.01 0.01 0.03 0.00 0.00 0.02 0.01 0.00 0.00 0.13 0.02 0.00 0.04 0.01 0.01 0.12 0.14 0.02 0.18 0.19 0.00 0.04 0.27 0.01 0.07 0.00 0.00 0.01 0.01 0.00 0.02 0.49 0.37 0.36 0.03 10.31 44.32 6.86 0.06 0.13 0.00 2.04 0.11 0.10 0.42 5.37 76.53 2.56 77.99 4.42 36.00 55.39 76.05 57.97 76.66 60.01 73.44 3.02 22.45 51.83 17.82 60.71 24.71 44.13 43.43 44.04 39.03
2.37 0.00 6.76 9.68 10.34 10.90 0.00 0.00 0.00 2.67 2.97 3.12 7.13 4.51 10.58 1.10 0.00 0.00 1.73 4.20 0.00 0.00 8.88 7.78 3.98 3.08 7.27 4.48 7.46 7.89 3.48 1.19 1.49 0.97 5.53 13.40 2.22 2.11 0.00 0.00 6.83 5.15 4.47 5.43 19.44 8.24 15.44 5.61 35.14 19.47 30.42 7.24 0.00 4.13 8.32 7.27 4.73 7.09 4.26 35.55 15.97 21.19 30.46 43.40 29.65 26.77 32.48 30.68 33.39 33.70 26.52 35.84 31.77 29.24 37.72 37.96 39.73 44.13 34.97 21.69
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U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29
68.65 70.91 68.66 51.69 51.67 45.22 70.67 39.58 42.88 44.33 45.64 52.54 46.89 39.74 44.38 29.01 25.44 20.30 29.23 28.51 37.00 23.98 66.56 23.54 23.15 34.01 51.18 43.77 42.09 47.63 35.15 36.63 66.53 41.72 30.34 39.30 59.34 56.65 59.38 51.16 47.87 51.52 54.59 0.00 67.74 59.27 64.18 39.33 50.42 36.58 57.56 43.47 33.52 57.55 58.08 52.12 59.06 54.28 47.23 65.50 46.45 59.22 58.76 32.50 37.16 66.97 58.82 0.00 0.02 11.11 57.49 58.04 59.12 66.70 66.57 64.40 54.74 50.46 44.67 64.41
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
71.50 70.91 71.50 59.05 51.67 59.07 70.67 45.23 49.23 48.07 50.26 52.54 47.59 45.18 47.45 35.60 29.39 20.30 36.23 29.60 37.74 25.49 66.58 25.66 25.66 36.97 59.21 51.19 46.62 48.44 39.75 39.76 69.78 42.72 32.90 43.07 59.44 56.66 59.47 56.58 53.03 51.60 54.61 0.00 69.56 59.57 64.18 42.20 50.42 39.25 57.79 44.12 45.56 58.70 59.07 53.74 59.07 54.30 50.62 67.79 52.04 59.26 58.86 37.48 44.06 66.98 59.11 0.00 6.20 11.11 58.49 59.25 59.12 66.71 69.64 69.69 72.53 72.55 50.48 64.43
68.66 70.91 68.67 51.71 59.07 45.22 71.38 49.22 48.04 50.28 52.55 59.08 47.42 49.17 53.56 29.41 29.58 21.78 29.58 38.20 38.20 25.30 69.79 25.27 24.62 35.98 51.20 46.63 48.43 57.76 37.77 40.51 66.58 50.63 37.15 41.86 59.43 59.43 59.43 53.08 51.58 59.33 59.41 78.00 67.79 59.41 64.18 50.42 59.41 41.78 60.92 57.36 34.53 57.79 58.18 54.48 59.08 59.07 54.30 67.00 50.64 59.22 59.01 33.63 40.84 69.69 58.96 0.00 0.05 78.00 59.26 59.11 60.41 69.79 66.71 64.43 54.74 50.48 61.95 69.78
40.60 56.51 47.88 47.72 46.28 52.09 0.73 52.22 46.72 38.34 52.02 45.83 37.71 43.38 56.54 46.68 53.06 0.00 50.57 57.56 45.63 57.21 30.36 58.86 51.35 58.78 53.59 44.53 45.86 53.29 35.69 49.94 43.73 55.37 52.73 43.90 53.24 48.40 49.49 48.88 43.54 48.48 47.17 0.00 44.64 50.86 53.39 45.03 51.99 17.95 0.08 56.88 25.55 57.53 58.95 24.14 56.03 50.94 49.73 26.86 43.47 55.75 46.75 12.59 47.80 44.06 57.69 20.51 21.66 0.00 49.00 49.19 53.99 25.99 33.92 39.70 57.01 51.86 51.83 42.57
28.64 42.65 40.62 23.42 20.79 30.11 14.23 26.55 31.59 27.90 27.66 27.31 27.66 20.94 24.24 19.41 14.77 1.23 20.41 17.62 23.60 9.59 31.53 13.95 10.44 10.63 30.71 21.91 25.36 27.03 12.01 19.37 38.15 21.26 16.23 19.17 33.15 24.78 30.21 26.48 31.68 28.40 31.91 0.00 43.64 24.88 35.44 30.86 30.74 11.84 9.98 21.23 14.09 38.80 29.80 30.20 31.60 25.68 25.33 35.96 25.37 40.13 30.25 10.76 28.89 25.15 28.41 0.00 0.01 0.00 12.66 14.40 48.62 33.45 39.57 33.02 32.06 25.91 14.53 28.49
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U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437
43.53 49.59 62.00 61.91 56.16 53.27 52.85 48.27 73.44 59.14 52.46 43.18 14.40 39.43 39.75 20.34 23.08 24.21 24.01 19.73 24.68 48.61 55.55 36.32 53.40 73.85 52.22 37.94 63.75 54.71 25.51 56.87 69.96 49.32 64.72 27.64 26.94 57.03 69.33 62.03 50.08 69.52 43.91 72.56 71.28 72.30 22.97 38.33 41.27 72.90 55.34 53.73 48.01 46.33 72.38 72.18 15.27 66.39 60.32 59.58 55.04 68.48 69.03 56.64 62.78 13.21 74.57 70.36 57.09 77.64 11.30 75.97 77.98 51.58 22.19 21.89 21.63 21.92 22.34 40.24
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
54.75 54.57 62.00 72.55 61.92 58.03 63.94 57.00 73.67 59.20 59.15 51.39 15.16 45.54 40.07 22.89 27.33 27.33 25.26 21.91 24.68 48.61 55.65 37.14 69.47 73.91 52.32 51.35 72.01 63.80 32.42 69.51 70.58 55.17 64.72 37.81 34.28 67.17 69.35 62.41 72.25 69.52 50.12 73.57 72.25 72.35 23.37 43.46 47.39 72.92 59.79 56.24 48.01 48.00 72.38 72.36 16.14 75.39 72.62 60.37 72.53 70.73 70.70 60.88 63.06 13.41 77.62 77.63 57.09 77.64 11.32 75.97 78.00 51.58 22.98 22.97 22.81 22.70 23.23 48.88
54.56 63.87 72.55 61.91 63.93 63.90 57.02 56.03 73.44 72.25 61.40 58.01 14.80 40.08 45.52 23.88 23.88 24.79 28.85 22.83 72.90 73.91 72.61 70.31 53.54 73.88 73.74 52.30 63.82 61.38 31.75 56.91 71.55 64.69 74.41 33.48 33.48 61.44 69.35 62.15 50.10 69.52 61.37 72.56 72.56 72.35 24.33 43.97 43.97 72.91 55.80 55.80 73.98 70.25 75.39 72.28 15.89 66.39 60.37 71.25 55.11 68.48 69.06 63.08 69.57 16.16 74.57 70.36 77.64 77.70 11.31 77.85 77.98 51.58 22.98 22.81 22.70 23.22 23.16 58.12
48.81 51.15 46.05 69.78 56.88 53.04 48.36 34.27 68.25 53.35 39.93 62.81 24.07 47.29 43.71 50.97 56.99 67.88 67.40 48.70 0.00 0.19 50.35 0.00 48.16 70.15 61.85 0.20 48.94 67.70 51.51 52.63 65.77 39.79 35.44 56.73 63.07 63.85 28.83 7.98 58.17 26.10 56.98 31.88 0.00 57.35 4.43 38.36 45.22 32.48 51.96 31.94 0.00 0.00 0.01 63.18 44.64 73.62 64.44 52.40 61.72 41.51 20.02 1.99 52.15 0.00 48.02 66.87 61.19 67.98 0.00 63.11 14.84 20.28 8.50 11.75 11.64 13.54 12.12 25.79
17.84 17.74 23.06 42.10 33.02 30.52 20.49 20.43 38.83 20.49 22.17 24.26 1.59 18.32 12.37 9.84 9.75 13.37 15.35 6.13 1.91 4.37 18.24 8.51 34.43 25.41 25.05 10.21 41.55 34.44 9.99 26.93 41.24 18.03 18.21 14.22 8.30 28.39 10.02 10.97 27.20 38.12 15.48 29.68 5.44 47.46 5.71 24.50 16.63 38.28 34.39 22.44 3.75 9.43 2.75 39.63 11.41 27.59 42.05 34.68 34.43 39.68 20.58 16.14 24.47 1.29 35.21 36.80 24.75 41.69 4.65 40.40 0.11 24.63 12.56 13.57 8.57 12.49 9.56 21.78
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U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583
58.24 61.22 59.61 42.72 40.33 26.38 70.46 70.57 39.77 47.12 20.51 16.42 19.11 18.45 14.81 10.22 29.98 66.04 47.24 19.98 49.03 73.80 51.40 71.43 71.43 41.49 38.66 52.74 72.45 43.95 0.00 0.00 63.72 51.42 77.96 45.32 74.00 17.14 15.63 3.46 48.62 55.25 64.77 33.88 3.76 20.36 11.88 12.63 12.42 12.76 50.16 21.23 69.90 72.01 78.00 72.01 64.87 49.75 59.19 71.24 78.00 16.47 16.43 49.75 70.44 70.91 61.83 54.26 45.28 60.51 72.22 49.24 51.88 56.99 65.73 11.68 11.45 52.52 49.30 62.39
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
58.24 61.22 59.61 48.35 50.87 30.07 70.46 70.57 41.63 56.10 22.87 22.88 29.07 20.01 17.51 10.51 31.72 66.04 47.29 26.92 49.04 73.80 51.40 71.43 71.64 41.84 38.75 55.35 72.45 49.13 0.02 0.00 63.72 51.42 77.96 53.56 74.00 17.14 17.10 3.63 49.64 55.75 65.44 36.15 3.77 20.48 11.96 12.74 12.44 12.76 50.16 21.31 69.90 72.01 78.00 72.01 64.87 50.16 66.01 71.24 78.00 16.48 16.44 49.75 71.29 70.91 72.22 61.80 50.16 60.51 72.22 56.31 55.93 59.03 68.98 11.68 11.72 52.52 53.55 62.39
73.19 73.44 73.19 59.50 45.84 40.34 72.67 72.83 60.17 61.20 56.68 23.74 23.76 25.56 17.89 31.94 38.28 76.47 54.13 25.51 73.78 76.34 51.42 71.61 71.43 44.70 54.13 69.03 77.99 48.67 0.00 2.92 70.40 51.42 77.97 49.10 77.44 77.96 28.69 50.97 48.91 67.68 64.89 39.14 53.56 20.49 15.12 12.67 12.69 12.78 50.16 67.66 71.46 72.04 78.00 72.18 71.56 49.75 63.98 71.24 78.00 70.88 62.95 50.16 71.03 72.01 61.83 60.43 45.28 72.23 72.23 55.92 59.01 68.99 68.14 72.53 43.84 78.00 62.36 69.61
56.65 5.16 9.63 12.76 33.09 0.48 0.00 0.10 0.25 1.40 0.11 11.83 36.96 6.39 5.31 0.00 0.76 4.10 0.00 12.90 1.52 48.29 3.61 51.99 51.21 2.70 0.00 52.10 1.97 77.96 77.99 77.98 0.00 31.14 0.00 77.97 0.00 0.00 36.41 0.00 47.75 7.58 67.31 0.00 0.00 10.13 0.00 13.31 14.63 14.52 29.92 0.00 42.79 1.62 52.28 2.45 0.00 20.05 0.00 58.67 40.58 0.00 0.00 16.30 0.00 0.00 59.55 40.59 34.90 57.90 55.76 40.47 32.34 0.97 29.55 0.00 0.00 0.00 47.31 39.59
24.86 23.69 14.86 12.68 23.56 7.41 24.26 19.60 17.40 27.86 3.82 3.07 5.36 10.06 9.99 0.86 7.73 4.85 0.67 2.47 1.79 29.84 13.51 50.37 46.70 4.78 0.33 23.53 15.35 20.65 0.00 0.00 14.28 30.57 15.55 25.19 25.63 1.95 7.41 0.12 26.07 2.78 47.21 0.44 0.01 11.27 0.00 3.58 6.45 6.50 29.35 2.87 34.40 7.53 29.12 3.85 19.09 21.05 17.41 27.73 35.12 0.07 0.25 17.83 21.62 1.60 34.18 23.25 19.53 30.32 44.03 28.62 23.34 21.45 34.27 0.63 1.92 0.02 24.42 28.75
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U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734
56.90 45.53 41.23 12.42 69.58 48.95 49.07 35.43 61.64 69.72 69.92 50.83 23.10 23.49 23.40 40.74 70.92 72.47 77.99 77.97 62.02 54.68 49.71 58.37 23.75 7.09 7.08 7.12 74.41 7.08 7.09 46.25 58.15 70.76 77.31 77.96 50.64 40.64 60.71 77.99 58.08 2.04 2.31 2.77 2.57 1.26 1.55 47.68 3.86 5.02 77.11 76.83 76.84 73.30 72.33 52.11 52.11 35.97 47.37 47.95 55.75 71.96 12.87 54.69 69.09 47.43 69.08 60.46 72.80 72.74 21.42 77.83 77.94 69.86 2.66 2.80 51.55 4.57 4.54 5.98
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
56.90 46.15 52.06 12.42 69.73 49.08 49.08 44.92 61.65 69.73 69.93 52.19 27.13 26.05 26.67 50.87 70.92 72.47 78.00 77.99 70.35 62.02 58.11 58.38 26.49 7.09 7.09 7.12 74.41 7.13 7.14 51.30 61.64 71.19 77.49 77.96 50.94 60.57 77.91 77.99 74.53 3.05 3.98 3.86 2.66 1.54 1.70 58.84 5.86 8.22 77.11 76.85 76.86 73.31 73.61 52.11 52.11 36.77 47.38 58.88 55.75 71.96 12.87 55.34 71.59 56.59 69.08 60.88 73.39 72.86 21.56 77.89 77.94 71.46 2.69 3.23 57.60 5.78 5.05 8.46
69.59 52.06 42.13 57.41 69.61 69.56 69.73 38.89 71.57 69.91 69.92 52.31 26.05 26.67 50.86 50.65 70.94 72.47 77.99 77.98 62.02 58.12 58.39 70.26 26.78 7.09 7.09 7.17 74.53 7.12 7.13 61.67 71.14 77.43 77.80 78.00 77.37 50.89 60.72 78.00 58.82 5.51 2.57 2.92 2.66 1.49 3.44 58.86 4.95 5.67 77.14 76.87 76.86 73.61 72.34 76.97 52.11 38.28 47.42 56.59 71.83 71.98 59.27 56.14 69.09 57.59 71.59 70.73 72.86 73.37 21.68 77.83 77.94 69.86 2.66 3.09 61.30 4.98 5.12 8.40
51.57 17.24 36.80 0.00 58.74 53.47 56.03 24.24 40.88 60.82 47.19 40.50 33.76 36.31 0.00 50.85 55.43 59.29 22.35 54.52 61.50 36.11 47.54 53.26 25.96 5.50 17.68 25.28 57.86 25.81 20.22 58.37 58.22 63.23 43.79 76.09 64.14 59.42 63.37 18.81 71.98 55.49 54.80 54.63 35.08 48.57 52.58 73.70 54.68 54.43 3.09 57.81 71.62 39.96 33.22 16.17 37.21 5.61 16.54 71.79 0.00 62.96 0.00 5.08 42.45 73.12 15.61 38.51 31.95 38.78 9.70 75.95 33.31 39.05 43.66 48.75 70.63 52.52 47.09 53.52
15.53 15.01 24.31 0.00 31.79 22.64 25.20 15.21 31.29 29.49 38.84 29.10 17.76 16.88 3.12 28.40 31.09 48.88 6.56 40.46 31.70 25.31 25.60 26.38 9.40 5.87 5.94 5.91 21.38 6.07 1.06 28.74 24.97 32.52 33.65 30.02 29.18 20.05 30.49 20.88 44.93 1.05 1.19 2.17 2.09 0.21 0.90 28.49 2.26 2.35 13.10 43.17 49.39 29.50 31.47 15.70 18.46 12.27 16.75 26.80 5.84 38.91 0.00 25.08 43.26 28.41 27.11 27.89 39.52 36.45 13.86 18.91 36.07 40.42 2.36 2.21 31.15 3.63 2.85 1.97
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U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96
5.17 4.44 51.12 3.98 2.10 1.87 0.89 0.55 0.53 53.87 0.77 0.84 2.53 1.07 0.11 0.00 59.75 0.00 0.00 0.00 17.21 4.80 5.07 5.47 4.44 17.97 66.33 19.70 10.86 12.06 67.95 13.76 5.60 5.61 22.24 63.81 19.16 10.64 11.74 13.14 66.63 15.32 5.25 40.36 72.63 64.15 58.64 49.11 50.69 43.52 59.25 11.66 11.26 57.66 69.47 69.51 47.43 49.00 47.75 46.92 59.42 73.20 73.20 76.87 77.99 77.99 77.98 77.99 53.40 77.98 47.49 13.27 16.94 68.10 28.17 78.00 67.36 16.64 13.20 13.15
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.14 5.34 56.34 5.34 2.19 1.96 1.96 0.93 0.68 61.29 1.05 1.02 2.97 1.23 0.18 0.11 63.51 0.00 0.00 0.00 17.28 5.32 5.42 5.65 4.55 22.25 66.33 19.71 11.80 13.04 71.31 13.94 6.17 6.24 22.57 73.54 19.19 11.75 13.04 14.09 66.67 15.44 5.67 42.41 72.63 67.25 67.24 60.30 52.97 48.06 71.33 11.66 11.26 57.71 69.47 69.52 50.39 51.27 50.16 49.99 59.46 73.20 73.20 76.88 77.99 77.99 77.98 77.99 55.29 77.98 47.49 16.32 18.22 68.10 29.42 78.00 68.30 17.46 13.53 20.17
6.93 6.10 61.34 5.50 4.14 2.14 0.91 0.63 0.80 63.52 1.01 1.84 2.87 1.07 0.11 0.00 71.19 0.00 0.00 17.97 18.21 5.43 5.65 6.12 4.65 17.97 70.55 22.23 13.04 13.94 73.47 15.73 6.15 6.15 22.29 66.80 22.57 13.05 14.09 15.43 77.54 16.89 5.34 47.08 73.63 69.04 60.37 53.00 65.78 47.22 59.26 12.14 11.59 57.66 69.51 69.51 49.53 50.17 50.00 49.35 59.49 73.27 73.61 76.87 78.00 78.00 78.00 78.00 57.91 77.99 78.00 18.21 38.97 76.99 52.86 78.00 67.64 18.18 13.48 14.78
54.10 54.89 30.98 51.10 53.61 54.05 52.71 53.06 50.13 72.50 38.44 37.04 29.65 16.81 6.25 16.07 73.12 15.24 2.25 71.19 17.93 14.20 19.12 22.99 2.58 71.52 0.00 18.51 21.33 24.04 71.91 25.06 5.83 47.69 66.70 75.71 18.98 24.51 32.24 37.33 75.30 17.76 20.05 6.04 0.00 0.54 48.90 52.44 54.73 39.89 64.75 0.00 0.10 39.77 35.55 39.24 22.09 20.14 23.17 24.15 24.90 0.00 0.00 67.66 0.61 1.18 0.01 0.02 8.51 4.35 38.46 68.21 72.01 70.97 0.00 77.92 76.69 65.75 43.35 77.16
1.83 1.00 17.67 3.14 0.82 0.87 0.70 0.27 0.25 31.21 0.36 0.27 1.52 1.07 0.11 0.00 33.99 0.00 0.00 0.00 13.48 3.65 2.15 2.53 2.35 16.50 15.78 13.49 8.23 8.13 33.25 8.94 1.44 1.57 19.15 35.07 11.91 7.39 6.92 7.38 27.80 5.62 2.87 19.02 19.73 32.39 28.27 21.51 25.69 21.06 31.44 0.00 0.00 37.47 45.19 36.18 27.35 28.22 31.09 30.96 31.22 27.44 18.91 36.09 0.61 1.18 0.01 14.99 17.05 4.32 0.00 8.44 9.95 26.98 10.24 44.53 54.02 4.04 10.16 5.45
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 62 of 63
U-97 U-98 U-99
14.92 77.94 67.91
27.67 77.94 74.88
15.23 77.95 70.32
77.47 70.20 76.00
5.09 37.65 31.46
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 11.64 618 8.00 8.00 8.00 1.957 78.74 0.0 100.0 PS-HC1-LEAD 11.64 618 8.00 8.00 8.00 1.957 78.74 0.0 100.0
Analysis begun on: Tue Nov 17 10:09:58 2015 Analysis ended on: Tue Nov 17 10:16:34 2015 Total elapsed time: 00:06:36
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 5 Year 72 Hour Event Page - 63 of 63
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 03: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.060 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.760 minimum elevation drop minimum elevation drop negative offset -4.760 negative offset -4.760 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-179 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 ignored for Link CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 ignored for Link CDT-215 ignored for Link CDT-217 ignored for Link CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 ignored for Link CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 ignored for Link CDT-279 ignored for Link CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page -1 of 64
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239 U-240 U-242
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 10 Year 72 Hour Event Page -2 of 64
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Â
0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398 U-399 U-402
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 10 Year 72 Hour Event Page -3 of 64
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04:
minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit U-404 0.001 used for Conduit U-406 0.001 used for Conduit U-407 ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit U-411 0.001 used for Conduit U-413 0.001 used for Conduit U-414 0.001 used for Conduit U-415 0.001 used for Conduit U-416 0.001 used for Conduit U-417 0.001 used for Conduit U-418 ignored for Link U-419 0.001 used for Conduit U-420 0.001 used for Conduit U-421 0.001 used for Conduit U-423 0.001 used for Conduit U-428 0.001 used for Conduit U-430 0.001 used for Conduit U-434 0.001 used for Conduit U-437 0.001 used for Conduit U-439 0.001 used for Conduit U-48 0.001 used for Conduit U-481 0.001 used for Conduit U-483 0.001 used for Conduit U-496 0.001 used for Conduit U-497 0.001 used for Conduit U-498 0.001 used for Conduit U-50 0.001 used for Conduit U-501 0.001 used for Conduit U-513 0.001 used for Conduit U-518-NEW 0.001 used for Conduit U-523 ignored for Link U-524-NEW 0.001 used for Conduit U-525 0.001 used for Conduit U-526 0.001 used for Conduit U-527 0.001 used for Conduit U-53 0.001 used for Conduit U-531 0.001 used for Conduit U-534-NEW 0.001 used for Conduit U-54 0.001 used for Conduit U-545 0.001 used for Conduit U-547 0.001 used for Conduit U-55 0.001 used for Conduit U-557 0.001 used for Conduit U-559 0.001 used for Conduit U-56 0.001 used for Conduit U-562 0.001 used for Conduit U-565 0.001 used for Conduit U-568 0.001 used for Conduit U-569 0.001 used for Conduit U-572 0.001 used for Conduit U-580 0.001 used for Conduit U-583 0.001 used for Conduit U-584 0.001 used for Conduit U-587 0.001 used for Conduit U-589 0.001 used for Conduit U-590 0.001 used for Conduit U-591 0.001 used for Conduit U-596 0.001 used for Conduit U-599 0.001 used for Conduit U-60 0.001 used for Conduit U-601 0.001 used for Conduit U-604 0.001 used for Conduit U-608 0.001 used for Conduit U-609 0.001 used for Conduit U-612 ignored for Link U-614 0.001 used for Conduit U-616 0.001 used for Conduit U-618 0.001 used for Conduit U-62 0.001 used for Conduit U-621 0.001 used for Conduit U-623 0.001 used for Conduit U-624 0.001 used for Conduit U-625 0.001 used for Conduit U-628 0.001 used for Conduit U-629 0.001 used for Conduit U-632 ignored for Link U-633 ignored for Link U-633 0.001 used for Conduit U-633
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 10 Year 72 Hour Event Page -4 of 64
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum
elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation
drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001
used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used
for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for
Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit
U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801 U-804 U-807 U-81
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 10 Year 72 Hour Event Page -5 of 64
Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 6.600 increased for Node J-109 Warning 02: maximum depth 6.210 increased for Node J-126 Warning 02: maximum depth 6.040 increased for Node J-127 Warning 02: maximum depth 6.080 increased for Node J-128 Warning 02: maximum depth 10.360 increased for Node J-15A Warning 02: maximum depth 6.110 increased for Node J-259 Warning 02: maximum depth 8.950 increased for Node J-268 Warning 02: maximum depth 6.260 increased for Node J-278
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page -6 of 64
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth depth depth
8.950 increased for Node J-284 10.460 increased for Node J-328A 11.060 increased for Node J-432B 8.950 increased for Node J-444-WEIR 10.760 increased for Node J-54B 6.090 increased for Node J-570 7.560 increased for Node J-611 7.950 increased for Node J-692-WEIR 9.560 increased for Node J-757 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------326.903 0.000 48.600 223.928 54.530 -0.048
Depth inches ------9.510 0.000 1.414 6.514 1.586
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 223.673 0.000 0.000 0.000 213.265 0.000 0.000 0.000 0.033 9.133 0.585
Volume 10^6 gal --------0.000 72.887 0.000 0.000 0.000 69.495 0.000 0.000 0.000 0.011 2.976
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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***************************** Highest Continuity Errors ***************************** Node J-566-WEIR Node JCT-26-WEIR Node J-748-WEIR-STANTEC Node J-884 Node J-82 Node JCT-26 Node J-792 Node J-174 Node J-104 Node J-618 Node J-444-WEIR Node J-256 Node J-588 Node J-632 Node J-697 Node J-393 Node J-748 Node J-566 Node J-242 Node J-601
-100.21% -84.55% -72.07% -28.83% 24.59% -23.53% -22.99% 22.92% 21.85% 20.24% -20.23% -20.01% 19.82% 19.66% 18.17% 17.27% 16.72% 16.54% 15.41% 15.33%
-0.7399 -1.2035 -2.3751 -1.0910 0.2509 -0.5724 -0.1789 0.1628 0.5345 0.1714 -0.4417 -0.2832 0.2373 0.1504 0.1991 0.2137 1.0580 0.6235 0.0986 0.2062 -2.9796 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-262-NEW (11.55%) Link U-346 (5.42%) Link U-300 (4.27%) Link U-295 (3.57%) Link U-837 (3.37%) Link U-496 (2.98%) Link U-155 (2.97%) Link U-193 (2.91%) Link U-390 (2.46%) Link U-199 (2.16%) Link U-293 (2.08%) Link U-298 (1.94%) Link U-105 (1.83%) Link U-599 (1.75%) Link U-587 (1.71%) Link U-64 (1.60%) Link U-231 (1.58%) Link U-197 (1.58%) Link U-572 (1.43%) Link U-624 (1.42%)
************************************ Highest Flow Instability Indexes ************************************ Link U-869 (134) Link U-550 (87) Link U-572 (82) Link U-864 (78) Link U-652 (77) Link U-725 (76) Link U-651 (75) Link U-502 (74) Link CDT-187 (74) Link CDT-189 (74) Link U-548 (74) Link CDT-299 (74) Link U-221 (74) Link U-129 (72) Link U-98 (71) Link U-710 (71) Link U-447 (71) Link U-112 (69) Link U-11 (67) Link U-688 (67)
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page -8 of 64
***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.89 sec 4.00 sec 0.00 4.84 89.94 314335 1521065
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page -9 of 64
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 9.51 0.00 0.00 1.36 7.04 0.36 4.07 0.740 SUB-11868 9.51 0.00 0.00 0.87 6.57 0.44 3.91 0.690 SUB-11924 9.51 0.00 0.00 1.55 6.85 0.53 5.98 0.720 SUB-11926 9.51 0.00 0.00 1.55 6.05 1.13 9.99 0.636 SUB-11930 9.51 0.00 0.00 1.55 6.88 0.38 4.31 0.724 SUB-11932 9.51 0.00 0.00 1.99 7.10 0.29 3.58 0.746 SUB-11936 9.51 0.00 0.00 1.13 6.25 0.25 2.45 0.657 SUB-11944 9.51 0.00 0.00 1.55 6.94 0.68 7.89 0.730 SUB-11948 9.51 0.00 0.00 1.55 6.75 0.61 6.67 0.709 SUB-11950 9.51 0.00 0.00 1.24 6.70 0.27 2.86 0.704 SUB-11954 9.51 0.00 0.00 1.55 7.24 0.30 3.74 0.761 SUB-11958 9.51 0.00 0.00 1.55 6.53 0.66 6.82 0.686 SUB-11968 9.51 0.00 0.00 2.01 7.13 0.44 5.60 0.749 SUB-11970 9.51 0.00 0.00 1.37 6.73 0.35 3.83 0.708 SUB-11972 9.51 0.00 0.00 1.55 6.92 0.54 6.25 0.727 SUB-11978 9.51 0.00 0.00 1.55 7.03 0.52 6.14 0.739 SUB-11984 9.51 0.00 0.00 1.55 6.73 0.42 4.62 0.708 SUB-11986 9.51 0.00 0.00 1.49 6.57 0.42 4.45 0.691 SUB-11988 9.51 0.00 0.00 1.52 6.68 0.80 8.69 0.703 SUB-11990 9.51 0.00 0.00 1.55 7.12 0.37 4.52 0.748 SUB-11994 9.51 0.00 0.00 1.55 7.25 0.35 4.44 0.763 SUB-11998 9.51 0.00 0.00 1.55 6.51 0.75 7.68 0.684 SUB-12004 9.51 0.00 0.00 1.55 7.19 0.32 4.01 0.756 SUB-12010 9.51 0.00 0.00 1.55 7.19 0.29 3.54 0.756 SUB-12014 9.51 0.00 0.00 0.87 6.64 0.18 1.61 0.698 SUB-12016 9.51 0.00 0.00 1.55 6.99 0.52 6.12 0.735 SUB-12024 9.51 0.00 0.00 1.53 6.77 0.39 4.27 0.712 SUB-12036 9.51 0.00 0.00 1.52 6.88 0.42 4.84 0.723 SUB-12044 9.51 0.00 0.00 0.87 6.64 0.41 3.66 0.698 SUB-12046 9.51 0.00 0.00 1.55 6.87 0.41 4.61 0.722 SUB-12048 9.51 0.00 0.00 1.42 7.33 0.25 3.04 0.771 SUB-12052 9.51 0.00 0.00 1.55 7.14 0.60 7.42 0.751 SUB-12060 9.51 0.00 0.00 1.55 6.75 0.38 4.18 0.710 SUB-12062 9.51 0.00 0.00 1.55 6.58 0.25 2.63 0.692 SUB-12068 9.51 0.00 0.00 1.54 7.07 0.26 3.08 0.743 SUB-12072 9.51 0.00 0.00 1.55 6.37 1.11 10.90 0.669 SUB-12084 9.51 0.00 0.00 1.55 6.79 0.74 8.22 0.714 SUB-12086 9.51 0.00 0.00 1.55 6.88 0.81 9.24 0.724 SUB-12088 9.51 0.00 0.00 1.55 6.79 0.65 7.19 0.714 SUB-12100 9.51 0.00 0.00 1.55 6.37 0.60 5.92 0.670 SUB-12110 9.51 0.00 0.00 1.55 6.77 0.27 3.01 0.712 SUB-12112 9.51 0.00 0.00 1.55 6.51 0.46 4.77 0.684 SUB-12116 9.51 0.00 0.00 1.55 6.56 0.42 4.41 0.689 SUB-12122 9.51 0.00 0.00 1.55 7.45 0.04 0.53 0.784 SUB-12128 9.51 0.00 0.00 1.55 6.69 0.32 3.51 0.703 SUB-12132 9.51 0.00 0.00 1.55 6.43 0.53 5.37 0.677 SUB-12136 9.51 0.00 0.00 1.55 6.54 0.44 4.55 0.687 SUB-12138 9.51 0.00 0.00 1.55 6.64 0.36 3.80 0.698 SUB-12142 9.51 0.00 0.00 1.55 6.18 0.86 7.94 0.650 SUB-12144 9.51 0.00 0.00 1.55 6.10 0.98 8.90 0.642 SUB-12150 9.51 0.00 0.00 1.55 6.95 0.41 4.79 0.731
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 10 of 64
SUB-12152 SUB-12154 SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284
9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.54 1.49 1.55 1.45 1.51 1.26 1.28 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.34
6.66 6.51 6.96 7.05 7.01 6.92 6.69 6.83 7.60 7.31 6.98 7.01 6.91 6.88 7.15 6.72 6.47 6.62 6.48 7.03 6.63 6.86 6.72 6.47 6.80 6.44 6.81 6.63 6.65 6.43 6.57 6.77 6.73 6.88 7.10 7.04 7.09 7.09 6.87 7.19 7.46 6.57 6.74 6.88 6.86 6.64 6.33 6.94 7.05 6.87 7.10 7.13 6.65 6.77 6.98 6.59 6.47 6.49 6.34 6.46
0.64 1.04 0.35 0.71 0.53 0.42 0.27 0.39 0.12 0.22 0.50 0.33 0.46 0.21 0.11 0.31 0.50 0.37 0.49 0.27 0.30 0.34 0.30 0.50 0.26 0.50 0.22 0.36 0.28 0.49 0.20 0.15 0.30 0.22 0.33 0.35 0.13 0.13 0.22 0.30 0.23 0.41 0.29 0.21 0.22 0.35 1.03 0.38 0.42 0.40 0.28 0.36 0.35 0.54 0.55 0.36 0.63 0.50 0.66 0.39
6.82 10.74 4.09 8.57 6.27 4.81 2.93 4.39 1.69 2.87 5.84 3.86 5.24 2.43 1.32 3.33 5.05 3.94 4.95 3.21 3.19 3.83 3.31 5.07 2.87 5.10 2.47 3.86 2.98 4.94 2.14 1.66 3.25 2.46 4.01 4.14 1.53 1.54 2.48 3.75 3.03 4.26 3.21 2.45 2.51 3.78 10.03 4.41 5.00 4.56 3.39 4.36 3.72 6.03 6.44 3.83 6.36 5.08 6.41 4.09
0.700 0.685 0.732 0.742 0.737 0.728 0.703 0.719 0.799 0.769 0.734 0.737 0.726 0.724 0.752 0.706 0.681 0.696 0.682 0.739 0.697 0.722 0.707 0.680 0.715 0.677 0.716 0.697 0.699 0.676 0.691 0.712 0.708 0.723 0.746 0.740 0.746 0.746 0.723 0.756 0.785 0.691 0.708 0.723 0.722 0.699 0.665 0.730 0.741 0.723 0.746 0.750 0.700 0.712 0.734 0.693 0.681 0.682 0.667 0.680
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SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374 SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430
9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.73 2.12 1.55 1.55 1.55 1.55 1.55 1.55 1.45 1.55 1.55 1.11 1.55 1.23 1.14 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.48 1.55 1.55 1.51 1.51 1.55 1.55 1.50 1.55 1.55 1.29 1.43 0.29 0.80 0.87 0.87 0.87 0.28 0.31 0.32 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.35 0.36 0.81
6.53 7.03 6.77 6.77 6.56 6.90 6.53 6.28 6.62 6.69 6.64 5.95 7.46 6.19 6.37 6.80 6.87 6.45 6.82 7.38 6.81 7.02 7.29 6.77 7.08 6.50 6.69 6.67 6.49 6.50 6.48 6.41 6.61 6.79 7.33 7.15 7.17 4.43 5.04 5.80 7.43 6.65 5.64 4.89 4.47 5.94 5.12 6.04 6.33 5.27 5.58 4.70 5.76 5.34 5.08 5.83 5.73 4.68 5.25 5.07
0.38 0.77 0.37 0.44 0.50 0.31 0.61 0.65 0.28 0.60 0.94 0.77 0.11 0.59 0.49 0.64 0.39 0.52 0.54 0.14 0.25 0.15 0.16 0.27 0.13 0.39 0.32 0.33 0.43 0.41 0.49 0.56 0.33 0.26 0.06 0.08 0.09 0.17 0.19 0.49 0.32 0.69 0.21 0.18 0.25 0.21 0.49 0.19 0.14 0.42 0.31 0.78 0.25 0.39 0.51 0.23 0.26 0.23 0.15 0.44
3.69 8.68 4.09 4.88 5.22 3.58 6.32 6.18 3.04 6.47 10.07 7.49 1.53 5.86 4.97 7.11 4.47 5.24 6.10 1.82 2.79 1.80 2.00 3.00 1.57 4.07 3.47 3.58 4.39 4.30 4.98 5.61 3.54 2.89 0.81 0.87 1.04 0.88 1.62 4.39 2.83 6.19 0.96 0.95 1.35 1.88 4.39 1.69 1.22 3.78 2.74 6.80 2.27 3.50 4.56 2.11 2.35 1.31 0.84 3.82
0.686 0.740 0.712 0.712 0.690 0.726 0.687 0.660 0.696 0.704 0.698 0.626 0.784 0.651 0.670 0.715 0.723 0.678 0.717 0.776 0.716 0.738 0.766 0.712 0.745 0.683 0.704 0.702 0.682 0.684 0.682 0.674 0.695 0.714 0.771 0.752 0.754 0.466 0.530 0.609 0.781 0.699 0.593 0.514 0.470 0.624 0.538 0.635 0.665 0.554 0.587 0.494 0.606 0.562 0.534 0.613 0.602 0.492 0.552 0.533
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SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.55 0.85 1.55 1.55 0.30 0.39 1.55 1.55 1.55 1.44 1.45 1.27 0.00
6.98 5.50 6.64 7.54 5.28 4.98 7.14 6.87 6.79 6.63 6.82 6.55 7.46
0.17 0.31 0.73 0.09 0.17 0.19 0.37 0.22 0.26 0.27 0.19 0.22 0.33
1.97 2.78 7.83 1.24 0.85 1.15 4.55 2.46 2.92 2.92 2.18 2.29 3.25
0.734 0.578 0.698 0.793 0.555 0.523 0.750 0.723 0.714 0.698 0.717 0.689 0.784
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********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 3.81 8.02 3.46 2 15:57 3.46 2 15:58 J-104 JUNCTION 3.95 7.97 3.41 2 15:33 3.41 2 15:34 J-106 JUNCTION 2.96 7.96 3.40 2 15:23 3.40 2 15:23 J-109 JUNCTION 3.81 7.82 3.26 2 14:58 3.26 2 14:58 J-11 JUNCTION 3.48 7.59 3.03 2 19:00 3.02 2 19:37 J-110 JUNCTION 3.93 7.38 3.26 2 14:59 3.26 2 14:59 J-113 JUNCTION 3.88 7.74 3.18 2 14:32 3.18 2 14:33 J-114 JUNCTION 3.87 7.74 3.18 2 14:32 3.18 2 14:32 J-118 JUNCTION 3.82 7.73 3.17 2 14:31 3.17 2 14:31 J-12 JUNCTION 3.47 7.60 3.04 2 15:51 3.02 2 15:54 J-121 JUNCTION 2.96 7.96 3.40 2 15:23 3.40 2 15:23 J-126 JUNCTION 4.73 7.07 3.51 2 16:04 3.51 2 16:04 J-126A JUNCTION 4.74 7.21 3.65 2 16:07 3.64 2 16:11 J-127 JUNCTION 4.39 6.95 3.39 2 15:41 3.39 2 15:42 J-128 JUNCTION 3.42 6.93 3.37 2 15:34 3.37 2 15:35 J-129 JUNCTION 2.95 6.73 3.17 2 14:30 3.17 2 14:31 J-130 JUNCTION 3.01 6.65 3.09 2 13:15 3.09 2 13:16 J-131 JUNCTION 3.05 7.06 3.50 2 13:18 3.50 2 13:34 J-132 JUNCTION 3.12 6.71 3.15 2 13:08 3.15 2 13:09 J-137 JUNCTION 3.02 6.72 3.16 2 13:26 3.16 2 13:27 J-139 JUNCTION 2.86 6.77 3.21 2 14:13 3.21 2 14:13 J-140 JUNCTION 2.94 6.92 3.36 2 15:12 3.36 2 15:13 J-147 JUNCTION 2.98 7.21 3.65 2 16:22 3.65 2 16:23 J-148 JUNCTION 2.93 7.29 3.73 2 16:24 3.73 2 16:24 J-149 JUNCTION 2.91 7.29 3.73 2 16:24 3.73 2 16:24 J-15 JUNCTION 3.02 7.23 3.17 2 14:49 3.17 2 14:59 J-152 JUNCTION 2.94 7.35 3.79 2 16:19 3.79 2 16:20 J-153 JUNCTION 2.89 7.38 3.82 2 16:09 3.82 2 16:09 J-155 JUNCTION 2.88 7.40 3.84 2 15:57 3.84 2 15:57 J-156 JUNCTION 2.87 7.48 3.92 2 15:21 3.92 2 15:22 J-158 JUNCTION 2.76 7.56 4.00 2 14:54 4.00 2 14:54 J-158A JUNCTION 2.75 7.56 4.00 2 14:54 4.00 2 14:55 J-15A JUNCTION 0.50 3.22 3.22 2 14:12 3.22 2 13:47 J-160 JUNCTION 2.77 7.56 4.00 2 14:56 4.00 2 14:57 J-161 JUNCTION 3.03 6.56 3.00 2 12:10 3.00 2 12:10 J-162 JUNCTION 3.09 7.31 3.75 2 13:26 3.75 2 20:59 J-163 JUNCTION 3.12 6.24 2.68 2 12:25 2.68 2 12:25 J-164 JUNCTION 3.21 6.51 2.95 2 10:38 2.95 1 19:37 J-165 JUNCTION 3.25 6.60 3.04 2 10:28 3.04 0 10:18 J-166 JUNCTION 3.31 6.37 2.81 2 09:24 2.81 1 21:23 J-167 JUNCTION 3.29 6.02 2.46 0 09:09 2.46 1 21:08 J-168 JUNCTION 3.34 6.16 2.60 1 19:58 2.60 1 15:19 J-169 JUNCTION 3.38 6.31 2.75 2 07:53 2.75 0 20:05 J-170 JUNCTION 3.34 6.41 2.85 2 20:18 2.85 2 20:18 J-174 JUNCTION 2.83 7.56 4.00 2 14:57 4.00 2 14:57 J-175 JUNCTION 2.79 7.56 4.00 2 14:59 4.00 2 14:59 J-176 JUNCTION 2.77 7.57 4.01 2 14:55 4.01 2 14:55 J-179 JUNCTION 3.23 8.07 4.01 2 14:53 4.01 2 14:54 J-18 JUNCTION 2.54 6.73 3.17 2 15:00 3.17 2 15:00 J-180 JUNCTION 2.86 7.07 3.51 2 15:56 3.51 2 15:56 J-180A JUNCTION 2.86 7.25 3.69 2 16:07 3.67 2 15:30 J-185 JUNCTION 3.33 7.65 3.59 2 16:08 3.59 2 16:09 J-185A JUNCTION 2.84 7.26 3.70 2 17:24 3.67 2 17:22 J-188 JUNCTION 3.31 8.08 4.02 2 15:15 4.02 2 14:59 J-188A JUNCTION 2.82 7.71 4.15 2 15:17 4.13 2 14:38 J-191 JUNCTION 2.66 6.88 3.32 2 16:21 3.32 2 16:22 J-191A JUNCTION 2.66 6.96 3.40 2 14:46 3.39 2 14:40 J-195 JUNCTION 2.94 7.58 4.02 2 15:02 4.02 2 14:52 J-195A JUNCTION 2.94 7.68 4.12 2 14:47 4.09 2 14:58 J-198 JUNCTION 3.03 7.57 4.01 2 14:58 4.01 2 14:59 J-199 JUNCTION 2.95 7.43 3.87 2 16:01 3.87 2 16:01 J-19A JUNCTION 2.54 6.86 3.30 3 03:38 3.19 2 14:39 J-203 JUNCTION 2.91 7.38 3.82 2 16:20 3.82 2 16:20 J-204 JUNCTION 2.92 7.39 3.83 2 16:17 3.83 2 16:18 J-206 JUNCTION 2.92 7.23 3.67 2 16:19 3.67 2 16:19 J-208 JUNCTION 2.88 7.19 3.63 2 16:17 3.63 2 16:18 J-209 JUNCTION 2.91 7.19 3.63 2 16:15 3.63 2 16:15 J-212 JUNCTION 2.94 7.17 3.61 2 16:13 3.61 2 15:57 J-213 JUNCTION 2.86 7.16 3.60 2 16:11 3.60 2 16:12 J-213A JUNCTION 2.86 7.28 3.72 2 16:30 3.70 2 15:26 J-217 JUNCTION 6.69 11.25 3.56 2 16:41 3.56 2 16:41
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.20 4.41 4.33 2.88 2.88 2.87 2.89 2.85 2.81 3.87 2.59 2.93 2.97 2.99 2.94 2.93 2.55 4.55 4.55 4.55 4.46 2.55 3.51 2.76 3.55 3.63 2.94 3.41 3.84 2.08 3.85 2.55 3.24 3.86 2.92 2.55 3.02 3.10 3.14 3.14 3.14 0.00 4.14 3.22 3.14 3.14 2.64 0.51 2.64 2.63 2.64 2.61 2.59 3.08 3.22 2.48 2.46 2.55 1.97 1.95 1.96 1.96 2.02 2.54 1.99 1.99 2.02 2.00 2.00 2.58 2.56 0.51 2.54 2.77 2.69 2.68 2.59 2.59 2.60 3.11
10.67 8.70 8.59 7.25 7.02 7.02 6.98 6.94 6.94 7.86 6.77 6.86 6.87 6.86 6.80 6.80 6.76 6.25 6.21 6.17 5.87 6.86 4.82 4.76 4.64 6.56 6.28 6.84 7.56 7.54 7.59 6.79 6.57 7.54 5.08 6.81 5.61 6.07 6.28 6.42 6.47 0.00 7.57 7.06 6.52 6.87 7.27 3.78 7.01 6.97 6.92 6.62 6.80 7.11 7.10 7.11 7.11 6.80 6.60 6.59 6.65 6.69 6.75 6.85 6.79 6.81 6.78 6.81 6.83 6.77 6.80 3.33 6.72 7.08 7.15 7.01 6.65 6.77 7.18 7.64
3.53 3.53 3.53 3.69 3.46 3.46 3.42 3.38 3.38 3.30 3.21 3.30 3.31 3.30 3.24 3.24 3.20 2.69 2.65 2.61 2.31 3.30 1.26 1.20 1.08 3.00 2.72 2.78 3.00 2.98 3.03 3.23 3.07 2.98 1.52 3.25 2.05 2.51 2.72 2.86 2.91 0.00 3.01 3.00 2.96 3.31 3.71 3.78 3.45 3.41 3.36 3.06 3.24 3.05 3.04 3.05 3.05 3.24 3.04 3.03 3.09 3.13 3.19 3.29 3.23 3.25 3.22 3.25 3.27 3.21 3.24 3.33 3.16 3.52 3.59 3.45 3.09 3.21 3.62 3.58
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 2 2 2 2 0 2 2 2 3 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
16:51 16:51 16:31 16:53 16:24 16:26 16:21 16:20 16:19 15:37 15:40 15:36 14:48 14:49 15:13 15:13 14:49 13:30 13:28 13:24 13:24 03:54 03:56 13:57 21:44 21:41 15:07 15:00 14:29 14:12 14:42 15:47 00:00 14:10 13:39 15:48 00:13 13:38 13:34 13:33 13:32 00:00 05:10 14:12 12:57 14:07 13:24 13:23 13:55 13:58 14:01 14:07 16:07 14:07 14:08 14:05 14:06 16:16 14:01 14:00 12:57 23:28 15:42 15:35 15:48 15:50 16:04 16:02 16:03 14:33 14:13 14:09 16:22 15:17 14:15 14:22 14:19 14:10 15:08 16:16
3.53 3.53 3.53 3.66 3.46 3.46 3.42 3.38 3.38 3.30 3.21 3.30 3.31 3.30 3.24 3.24 3.20 2.69 2.65 2.61 2.31 3.21 1.23 1.20 1.04 3.00 2.72 2.78 2.99 2.98 3.03 3.23 2.24 2.98 1.52 3.25 2.05 2.51 2.72 2.86 2.91 0.00 2.98 3.00 2.96 3.23 3.71 3.78 3.45 3.41 3.36 3.06 3.24 3.05 3.04 3.05 3.05 3.24 3.04 3.03 3.09 3.09 3.19 3.29 3.23 3.24 3.22 3.25 3.26 3.21 3.24 3.32 3.16 3.52 3.59 3.45 3.09 3.20 3.62 3.58
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
16:52 16:32 16:31 16:11 16:25 16:26 16:22 16:20 16:19 15:37 15:41 15:37 14:49 14:50 15:13 15:13 14:48 13:30 13:29 13:25 13:25 14:40 21:45 13:57 00:22 21:45 15:08 15:00 14:07 14:12 14:42 15:47 00:01 14:11 13:39 15:51 09:03 13:39 13:34 13:34 13:33 00:00 14:12 14:13 12:57 14:08 13:21 13:29 13:55 13:58 14:01 14:08 16:08 14:07 14:09 14:06 14:07 16:17 14:02 14:00 12:57 12:57 15:42 15:36 15:58 16:00 16:05 16:03 15:59 14:42 14:13 14:12 16:22 15:18 14:16 14:22 14:20 14:09 15:08 16:17
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J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.62 2.51 2.51 4.49 4.48 4.49 4.57 4.57 3.06 2.59 2.31 2.35 2.31 2.65 2.59 2.61 2.32 3.08 2.80 2.31 3.80 3.66 2.65 3.69 3.14 3.20 3.28 2.68 2.61 2.60 2.60 2.61 2.61 3.08 2.61 2.61 2.61 3.15 2.58 2.61 4.16 2.59 0.57 3.57 3.58 2.58 2.60 2.61 2.61 4.12 2.64 2.70 2.71 2.58 2.69 2.69 5.39 3.48 5.30 0.75 3.49 3.54 3.52 4.12 4.21 4.16 4.14 5.47 3.97 4.10 5.47 4.10 4.43 4.16 4.43 4.69 5.13 4.69 4.79 4.80
6.91 6.60 6.62 6.54 6.54 6.88 6.99 7.00 7.50 6.73 7.25 7.29 7.29 7.30 7.31 7.30 7.30 7.79 7.80 7.48 8.79 8.29 7.56 8.29 7.79 7.80 7.86 7.41 6.82 7.85 7.85 7.47 7.44 7.92 6.82 7.02 6.84 7.92 7.41 7.48 9.13 7.53 4.02 8.47 8.29 6.75 7.29 7.31 7.37 8.40 7.55 6.96 6.98 6.75 7.14 7.19 9.12 7.20 8.95 3.63 7.01 7.04 7.03 7.03 7.03 6.97 6.96 8.06 6.86 8.26 8.95 8.25 7.04 8.35 7.04 7.31 7.74 7.44 7.69 7.70
3.35 3.04 3.06 2.98 2.98 3.32 3.43 3.44 3.44 3.17 3.69 3.73 3.73 3.74 3.75 3.74 3.74 3.73 3.74 3.92 3.73 3.73 4.00 3.73 3.73 3.74 3.80 3.85 3.26 4.29 4.29 3.91 3.88 3.86 3.26 3.46 3.28 3.86 3.85 3.92 3.97 3.97 4.02 3.91 3.73 3.19 3.73 3.75 3.81 3.34 3.99 3.40 3.42 3.19 3.58 3.63 3.58 3.64 3.57 3.63 3.48 3.48 3.47 3.47 3.47 3.41 3.40 3.00 3.30 3.20 3.89 3.19 3.48 3.29 3.48 3.75 3.75 3.88 4.13 4.14
2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2
16:08 16:51 01:22 17:00 17:03 20:29 17:09 17:37 17:25 16:22 16:22 16:47 16:43 14:05 14:00 14:02 16:43 16:11 16:44 01:54 16:22 16:16 02:15 14:17 14:16 14:02 13:28 01:26 16:33 12:53 12:53 13:52 14:09 14:23 16:33 00:16 16:46 14:25 14:27 14:47 14:51 14:51 14:49 14:45 15:47 16:59 15:45 16:40 17:32 23:28 23:23 16:23 15:57 16:59 13:39 13:26 13:34 03:13 13:35 13:33 16:04 16:20 16:25 16:42 16:42 18:08 18:05 13:33 00:49 19:40 19:37 19:34 18:33 18:19 18:42 16:54 16:52 23:23 18:21 18:23
3.35 3.04 3.03 2.98 2.98 3.26 3.43 3.44 3.44 3.17 3.69 3.73 3.73 3.74 3.75 3.74 3.74 3.73 3.74 3.76 3.73 3.73 4.00 3.73 3.73 3.74 3.80 3.84 3.26 4.29 4.29 3.91 3.88 3.86 3.26 3.26 3.27 3.86 3.85 3.92 3.97 3.97 4.02 3.91 3.73 3.19 3.73 3.75 3.77 3.34 3.66 3.40 3.42 3.19 3.58 3.62 3.58 3.62 3.57 3.63 3.48 3.48 3.47 3.47 3.47 3.41 3.40 3.00 3.07 3.19 3.51 3.19 3.48 3.29 3.48 3.75 3.75 3.80 4.12 4.14
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
16:09 16:51 16:51 17:01 17:03 21:26 17:09 17:26 17:30 16:23 16:22 16:47 16:43 14:05 14:01 14:03 16:43 16:12 16:45 15:41 16:23 16:16 01:58 14:18 14:17 14:02 13:29 03:36 16:33 12:54 12:52 13:52 14:10 14:24 16:33 16:33 16:17 14:26 14:28 14:46 14:52 14:52 14:56 14:45 15:47 16:59 15:45 16:41 17:32 23:28 18:32 16:24 15:57 16:59 13:39 13:28 13:33 13:38 13:36 13:32 16:04 16:20 16:25 16:42 16:42 18:08 18:06 14:22 23:16 19:42 20:08 19:53 18:37 18:22 18:42 16:55 16:53 17:32 18:18 18:23
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J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.13 5.16 4.34 3.91 4.62 3.30 3.94 3.32 3.51 3.35 3.59 3.49 3.47 3.46 3.38 3.56 3.72 3.75 3.69 3.80 2.31 2.31 2.31 3.89 4.16 2.31 2.31 2.31 4.40 2.37 2.42 2.89 5.08 5.46 5.48 5.17 5.47 2.89 5.27 3.79 3.98 0.52 0.52 3.84 4.21 4.32 4.76 6.65 5.67 3.68 3.70 3.75 2.43 2.43 3.91 3.83 0.38 1.02 1.87 1.47 2.38 4.26 4.26 4.26 3.19 3.19 3.74 3.71 3.22 3.47 2.88 4.54 3.78 3.78 4.37 2.88 2.88 5.65 5.65 5.65
8.69 8.48 6.44 6.92 8.61 6.80 6.80 6.76 6.57 6.60 6.80 6.63 6.68 6.65 6.51 6.27 6.65 6.52 6.99 6.37 6.70 6.86 6.64 7.86 7.17 6.64 6.63 6.62 6.98 6.59 6.57 8.03 7.31 8.43 8.47 8.48 13.56 8.03 8.48 6.25 6.73 3.27 3.38 6.69 7.13 7.91 8.29 8.06 9.78 6.40 6.32 8.02 6.36 6.89 7.86 8.14 3.94 8.01 11.65 9.29 6.30 6.56 6.95 6.86 4.33 4.33 8.01 7.10 6.56 7.10 8.02 8.10 7.39 7.39 7.88 8.02 8.01 8.90 8.81 8.81
5.13 4.92 2.59 3.36 5.05 3.24 3.24 3.20 3.01 3.04 3.06 3.06 3.12 3.09 2.95 2.71 3.09 2.96 3.43 2.81 3.14 3.30 3.08 2.80 3.46 3.08 3.07 3.06 3.02 3.03 3.01 3.27 3.75 4.87 4.91 4.92 10.00 3.27 4.92 2.69 3.17 3.27 3.38 3.13 3.28 3.88 3.89 0.11 2.79 2.84 2.76 4.02 2.80 3.33 2.80 3.08 3.94 4.01 3.02 3.04 2.74 3.00 3.39 3.30 0.77 0.77 4.01 3.04 3.00 3.04 3.26 3.04 3.33 3.33 3.32 3.26 3.25 2.84 2.75 2.75
2 2 2 3 2 3 3 3 1 3 1 3 3 1 2 3 0 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 0 1 1 0 3 0 2 0 2 3 2 3 3 2 2 3 2 2 2 2 2 2 0 1 2 1 2 2 2 2 2 2 2 2 2 2
18:16 18:18 17:30 04:30 18:20 04:46 04:45 04:50 22:40 04:46 05:00 05:01 04:54 19:26 05:29 04:45 10:12 17:24 18:56 14:42 13:45 22:11 13:52 16:22 10:52 13:53 14:00 14:06 16:21 14:23 14:22 16:38 22:32 21:39 18:20 18:19 06:19 16:39 18:20 16:54 16:20 16:55 16:35 18:56 07:40 20:23 16:22 08:22 05:07 10:20 06:57 00:00 16:15 01:07 16:21 02:33 00:58 14:06 17:50 00:04 16:31 14:07 14:26 14:07 08:46 08:46 00:00 21:27 09:07 08:46 16:35 19:56 12:58 12:58 12:54 16:35 16:23 10:54 09:49 09:49
5.12 4.92 2.58 3.36 5.05 3.24 3.24 3.20 3.01 3.04 3.05 3.06 3.09 3.09 2.95 2.71 3.08 2.95 3.42 2.81 3.14 3.24 3.08 2.80 3.45 3.08 3.07 3.06 2.98 3.03 3.01 3.27 3.75 4.87 4.91 4.92 5.47 3.27 4.92 2.69 3.15 3.27 3.38 3.12 3.26 3.88 3.89 -0.41 -0.69 2.84 2.75 1.16 2.80 3.20 2.80 3.08 3.78 4.01 3.02 3.03 2.74 3.00 3.34 3.23 0.74 0.74 0.61 3.04 2.82 3.04 3.26 3.04 3.33 3.33 3.32 3.26 3.25 2.84 2.69 2.69
2 2 2 3 2 3 3 3 3 3 3 3 3 1 2 3 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 0 1 2 2 0 2 1 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2
18:17 18:19 17:31 04:31 18:21 04:47 04:46 04:50 05:10 05:08 05:39 05:02 05:03 19:27 05:29 04:45 08:18 16:39 16:05 14:43 13:46 13:23 13:53 16:23 16:43 13:54 14:00 14:06 16:22 14:23 14:22 16:38 22:33 21:40 18:21 18:20 09:49 16:37 18:20 16:54 16:21 16:40 16:51 13:21 11:07 20:10 14:01 20:37 08:37 10:21 06:58 09:36 16:24 12:09 16:21 02:33 03:26 14:07 17:05 21:03 16:31 15:52 15:48 13:57 08:52 08:52 08:55 20:28 08:58 21:51 16:35 18:41 12:59 12:59 12:55 16:35 16:24 10:52 12:28 12:28
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J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.54 5.69 3.04 3.04 3.04 2.88 2.88 3.88 3.64 2.88 3.07 3.02 3.34 3.32 3.48 3.46 3.00 2.88 3.07 3.62 3.07 3.08 3.06 2.66 0.51 2.62 2.59 2.59 2.60 2.69 2.69 2.69 3.09 2.63 2.67 2.64 2.57 2.57 0.51 2.61 2.62 0.53 2.62 2.62 2.62 2.61 3.65 3.63 3.56 2.64 3.56 4.49 4.54 4.54 3.59 2.63 0.86 0.84 0.81 0.77 0.71 0.65 2.30 2.30 3.38 3.48 3.37 3.20 3.21 3.27 3.27 3.29 2.51 2.67 2.69 2.66 2.55 2.50 2.68 2.74
8.16 8.85 6.76 6.76 6.76 8.07 8.03 7.86 7.76 8.01 6.26 6.17 6.56 5.57 6.38 6.51 6.21 8.01 6.98 6.98 6.98 6.59 6.50 6.78 3.26 6.79 6.79 6.85 6.79 6.80 7.31 6.82 7.29 6.79 7.30 6.81 6.81 7.29 3.26 6.69 6.76 3.21 6.73 6.90 6.71 6.70 7.65 7.58 7.44 7.18 7.43 7.56 7.34 7.34 7.43 7.18 6.35 6.27 6.21 6.01 5.87 5.86 3.35 5.19 7.56 7.37 6.85 6.80 6.81 7.05 6.75 6.85 7.00 6.96 6.86 7.30 6.87 6.99 7.01 7.30
3.29 3.29 3.20 3.20 3.20 3.31 3.27 2.80 3.01 3.25 2.70 2.61 3.00 2.01 2.32 2.45 2.65 3.25 3.42 3.42 3.42 3.03 2.94 3.22 3.26 3.23 3.23 3.29 3.23 3.24 3.75 3.26 3.23 3.23 3.74 3.25 3.25 3.73 3.26 3.13 3.20 3.21 3.17 3.34 3.15 3.14 3.09 3.02 2.88 3.62 2.87 3.00 2.78 2.78 2.87 3.62 3.79 3.71 3.65 3.45 3.31 3.30 0.79 2.63 4.00 2.81 3.29 3.24 3.25 3.49 3.19 3.29 3.44 3.40 3.30 3.74 3.31 3.43 3.45 3.74
2 2 2 2 2 2 2 2 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 0 1 2 0 2 0 1 1 1 2 2 2 2 2 2 2 2
12:26 12:29 13:03 13:03 13:03 15:31 16:01 16:22 03:27 16:24 12:37 12:28 20:55 08:39 12:17 12:32 12:23 16:32 12:15 12:15 12:15 12:42 12:42 16:44 16:31 16:45 16:50 16:54 16:47 16:48 14:02 16:35 16:45 16:45 14:02 16:36 16:28 00:16 16:31 15:47 14:44 15:19 14:51 03:39 15:29 15:47 15:50 16:00 16:10 14:58 16:09 05:30 16:32 16:32 15:55 15:01 13:23 13:30 15:47 19:21 12:16 13:29 19:22 00:00 20:17 15:35 19:36 10:04 08:25 23:41 08:48 08:10 12:46 12:41 14:30 14:00 13:58 14:08 14:07 14:04
3.29 3.29 3.20 3.20 3.20 3.31 3.27 2.80 3.01 3.25 2.70 2.61 3.00 2.00 2.32 2.45 2.65 3.25 3.42 3.42 3.42 3.03 2.94 3.22 3.26 3.23 3.23 3.28 3.23 3.24 3.75 3.26 3.23 3.23 3.74 3.25 3.25 3.25 3.25 3.13 3.20 3.20 3.17 3.19 3.15 3.14 3.09 3.02 2.88 3.62 2.87 2.11 2.78 2.78 2.87 3.62 3.79 3.71 3.65 3.45 3.31 3.29 0.78 0.61 4.00 2.81 3.29 3.24 3.19 3.49 3.19 3.29 3.44 3.40 3.30 3.74 3.31 3.43 3.45 3.74
2 2 2 2 2 2 2 2 3 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 1 2 0 1 1 1 2 1 2 2 2 2 2 2 2 2
12:26 12:30 13:03 13:03 13:03 15:29 16:24 16:23 01:49 16:25 12:37 12:31 08:18 09:11 12:18 12:32 12:23 16:33 12:16 12:16 12:16 12:42 12:42 16:44 16:32 16:46 16:52 16:34 16:48 16:48 14:02 16:35 16:46 16:46 14:03 16:37 16:29 16:31 16:36 15:48 14:44 14:31 14:56 15:13 15:30 15:48 15:50 16:00 16:10 14:58 16:10 05:21 16:33 16:33 15:55 15:01 13:23 13:30 16:44 17:22 12:16 12:17 19:22 21:00 18:36 15:35 11:04 22:35 22:51 07:08 07:57 08:10 12:46 12:42 14:31 14:01 13:58 14:09 14:08 14:05
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 18 of 65
J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.69 2.68 2.68 2.59 5.22 2.71 2.93 2.87 2.86 2.84 1.88 4.82 4.69 3.60 4.83 4.88 3.67 5.02 5.48 5.57 5.69 5.30 3.68 3.31 5.20 2.58 3.83 5.50 4.00 2.33 2.33 2.33 2.41 2.71 2.37 2.49 2.50 2.51 2.33 2.71 2.71 2.36 2.38 2.40 2.33 2.27 2.25 2.42 2.51 2.23 1.34 3.43 2.83 1.34 1.35 1.31 1.29 1.30 1.31 1.32 1.32 3.38 1.33 1.39 1.37 3.30 1.37 1.37 1.11 3.30 3.38 1.10 1.10 1.08 1.08 1.07 5.56 0.39 0.41 0.42
7.40 7.65 7.40 8.03 13.59 7.32 8.02 8.05 8.05 8.05 6.94 7.71 7.71 6.65 7.71 7.70 6.72 7.85 8.19 8.36 8.51 8.19 6.66 6.85 8.85 6.75 7.96 8.06 7.84 7.38 7.58 7.28 7.12 7.34 6.89 6.90 6.86 6.86 6.85 13.56 7.34 6.86 6.86 6.92 6.86 6.87 6.88 6.88 6.89 6.85 7.04 7.06 7.33 6.26 6.26 6.23 6.24 6.23 6.29 6.34 6.35 8.07 6.39 6.38 6.36 8.07 6.35 6.32 6.00 14.06 8.07 5.82 5.75 6.05 6.61 6.30 6.63 1.30 1.58 4.48
3.84 4.09 3.84 4.47 10.03 3.76 3.26 3.29 3.29 3.29 3.38 2.95 2.95 3.09 2.95 2.94 3.16 2.94 2.83 2.89 2.94 2.83 3.10 3.29 3.29 3.19 3.40 3.00 2.78 3.82 4.02 3.72 3.56 3.78 3.33 3.34 3.30 3.30 3.29 10.00 3.78 3.30 3.30 3.36 3.30 3.31 3.32 3.32 3.33 3.29 3.44 3.46 3.77 2.66 2.66 2.63 2.64 2.63 2.69 2.74 2.75 4.01 2.79 2.78 2.76 4.01 2.75 2.72 2.40 10.00 4.01 2.22 2.15 2.45 3.01 2.70 -2.37 -2.30 -2.02 0.88
2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:55 13:08 12:55 02:31 01:41 13:58 16:28 16:29 16:29 16:29 14:46 16:50 16:50 14:10 16:50 17:14 01:50 17:31 17:17 17:17 17:16 17:17 19:42 12:29 12:29 16:59 15:19 20:23 16:30 12:57 13:09 12:44 12:44 14:08 12:31 18:03 12:03 12:19 12:41 22:57 14:11 12:07 12:36 12:20 12:18 11:58 11:57 13:55 13:57 11:55 14:15 08:50 14:13 13:21 14:14 14:01 12:31 13:06 14:01 13:57 13:59 14:52 14:00 14:17 14:14 14:53 14:12 14:06 12:44 22:57 14:52 13:06 13:12 13:15 14:21 14:33 12:17 12:16 12:16 12:14
3.84 4.06 3.84 4.47 10.03 3.76 3.26 3.29 3.29 3.29 3.37 2.95 2.95 3.08 2.95 2.94 2.94 2.94 2.83 2.89 2.94 2.83 3.05 3.29 3.29 3.19 3.40 3.00 2.78 3.82 3.98 3.72 3.56 3.78 3.33 3.34 3.30 3.30 3.29 7.26 3.78 3.30 3.29 3.36 3.30 3.30 3.31 3.32 3.33 3.29 3.44 3.45 3.77 2.66 2.66 2.63 2.62 2.63 2.69 2.74 2.75 4.01 2.79 2.78 2.76 4.01 2.75 2.72 2.40 6.06 4.01 2.22 2.15 2.45 3.00 2.70 -2.37 -2.30 -2.02 -1.33
2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:55 12:58 12:55 02:32 01:42 13:58 16:28 16:29 16:30 16:30 14:40 16:50 16:50 14:09 16:50 17:14 17:14 17:32 17:17 17:18 17:16 17:17 19:42 12:30 12:30 16:59 15:19 20:23 16:31 12:57 13:19 12:45 12:44 14:11 12:31 18:04 12:26 12:19 12:42 17:50 14:17 12:08 12:27 12:23 12:18 11:58 11:57 13:55 13:58 11:56 15:58 04:59 14:13 13:21 13:58 14:01 13:59 14:00 14:01 13:57 13:59 14:53 14:00 14:17 14:14 15:06 14:12 14:07 12:45 14:00 14:52 13:06 13:13 14:43 12:56 13:35 12:14 12:13 12:16 12:14
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 19 of 65
J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.42 3.39 0.43 8.26 3.41 3.73 3.33 3.36 3.36 3.34 2.59 2.59 2.58 2.58 2.57 2.56 2.58 2.58 4.58 4.54 3.68 3.32 3.33 3.27 3.28 3.74 2.53 2.53 2.85 2.97 3.90 2.89 3.33 3.48 2.96 4.57 5.52 5.98 3.67 3.82 3.55 3.25 3.30 9.25 4.45 3.33 3.74 3.74 3.74 0.00 0.00 3.74 3.74 0.00 5.23 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 2.30 3.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5.73 7.59 6.19 12.00 7.55 6.06 8.23 5.59 5.67 5.82 6.75 6.75 6.72 6.70 6.67 6.58 6.78 6.84 7.71 7.31 6.71 7.56 7.56 9.50 6.54 8.00 6.53 6.71 8.19 7.63 7.04 6.31 7.53 7.44 7.04 6.05 8.39 8.39 4.84 4.88 7.35 4.31 4.33 10.11 7.72 7.30 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2.13 3.53 2.59 3.50 3.49 2.00 4.67 2.03 2.11 2.26 3.19 3.19 3.16 3.14 3.11 3.02 3.22 3.28 3.25 2.94 3.15 4.00 4.00 6.00 3.04 4.00 2.97 3.15 4.63 4.07 3.48 4.95 3.47 2.88 3.48 2.49 2.45 2.45 0.78 0.82 2.79 0.75 0.77 1.11 4.16 3.30 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00
2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 1 2 0 2 2 2 1 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:14 15:59 12:14 07:40 16:00 12:19 02:20 12:23 20:50 21:26 16:57 16:56 16:54 16:54 16:53 17:15 16:47 16:58 20:35 17:09 19:49 00:00 00:00 18:08 10:36 00:00 17:14 19:42 18:53 20:09 18:56 18:17 16:01 15:52 15:57 04:19 12:31 12:31 09:09 08:46 16:31 20:58 08:42 12:15 12:25 15:38 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00
-1.35 3.53 -0.18 3.50 3.49 2.00 4.67 2.03 2.10 2.23 3.19 3.19 3.16 3.14 3.11 3.02 3.22 3.26 3.11 2.94 3.05 1.35 2.36 5.83 3.04 0.80 2.97 3.09 4.62 4.07 3.47 4.95 3.47 2.88 3.48 2.45 2.45 2.45 0.72 0.72 2.79 0.70 0.71 1.11 4.16 3.30 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00
2 2 2 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 2 2 2 2 2 2 2 2 2 3 2 2 2 0 2 1 1 2 2 2 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 16:00 12:14 09:44 16:01 12:20 02:21 12:23 20:50 21:27 16:58 16:56 16:55 16:55 16:53 17:16 16:48 16:17 20:30 17:09 17:57 12:15 12:15 17:45 12:51 08:47 17:15 19:42 21:50 21:53 21:59 18:18 16:02 15:53 15:58 03:49 12:31 12:31 08:55 08:32 16:31 21:15 21:15 12:15 12:04 15:38 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 20 of 65
OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.39 1.73 1.75 0.00 6.16
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.49 2.60 0.00 8.08
-2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 0.99 1.10 -1.00 -7.92
0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:00 12:15 12:15 00:00 12:45
-2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 0.99 1.10 -1.00 -7.95
0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:01 12:15 12:15 00:00 12:45
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 8.59 3 03:55 0 3 -1.131 J-104 JUNCTION 3.72 12.69 2 12:15 0.347 2.45 27.963 J-106 JUNCTION 0.00 5.70 2 10:29 0 0.499 12.620 J-109 JUNCTION 0.00 9.35 3 03:36 0 3.24 0.119 J-11 JUNCTION 0.00 18.61 3 05:37 0 4.11 6.965 J-110 JUNCTION 4.41 8.05 2 12:00 0.379 1.37 0.672 J-113 JUNCTION 0.00 11.45 3 02:46 0 3.57 9.813 J-114 JUNCTION 0.00 17.53 3 01:45 0 4.27 1.094 J-118 JUNCTION 0.00 20.92 2 22:29 0 5.54 -0.277 J-12 JUNCTION 0.00 18.99 3 05:10 0 3.45 1.221 J-121 JUNCTION 4.36 5.38 2 11:36 0.356 0.491 5.967 J-126 JUNCTION 10.03 10.03 2 12:15 1.03 1.16 0.119 J-126A JUNCTION 0.00 5.34 2 16:23 0 0.251 0.000 J-127 JUNCTION 0.00 2.33 2 11:49 0 0.944 0.090 J-128 JUNCTION 0.00 2.36 2 11:50 0 0.958 0.227 J-129 JUNCTION 7.89 9.70 3 03:46 0.678 3.17 -6.014 J-130 JUNCTION 0.00 9.81 2 23:31 0 5.61 0.244 J-131 JUNCTION 0.00 7.98 2 13:33 0 5.39 0.344 J-132 JUNCTION 5.98 6.68 2 12:06 0.528 3.1 3.238 J-137 JUNCTION 0.00 3.50 3 04:18 0 2.56 6.963 J-139 JUNCTION 0.00 4.85 3 02:46 0 3.17 3.081 J-140 JUNCTION 0.00 4.87 3 04:30 0 2.8 4.051 J-147 JUNCTION 7.11 7.87 2 12:15 0.635 2.8 -0.195 J-148 JUNCTION 0.00 8.57 3 03:43 0 2.62 2.429 J-149 JUNCTION 0.00 4.47 0 19:52 0 0.345 5.145 J-15 JUNCTION 1.24 23.99 3 03:23 0.0907 2.02 4.042 J-152 JUNCTION 6.10 6.10 2 12:15 0.543 2.31 0.090 J-153 JUNCTION 0.00 5.14 3 04:06 0 1.87 3.951 J-155 JUNCTION 0.00 4.19 3 04:01 0 1.8 6.456 J-156 JUNCTION 0.00 4.81 3 04:24 0 1.72 9.912 J-158 JUNCTION 9.99 25.74 3 04:42 1.12 3.73 0.400 J-158A JUNCTION 0.00 19.81 2 10:32 0 1.55 0.094 J-15A JUNCTION 0.00 9.52 3 04:13 0 0.19 3.840 J-160 JUNCTION 0.00 11.39 3 04:54 0 2.13 2.208 J-161 JUNCTION 2.79 6.80 2 14:44 0.248 5.54 -0.340 J-162 JUNCTION 0.00 9.62 0 11:28 0 5.55 -0.135 J-163 JUNCTION 1.80 9.70 3 03:25 0.152 5.83 3.655 J-164 JUNCTION 0.00 7.15 2 15:13 0 5.82 2.690 J-165 JUNCTION 1.57 7.10 2 12:38 0.13 5.99 1.753 J-166 JUNCTION 3.00 8.77 2 12:23 0.271 6.16 0.088 J-167 JUNCTION 0.00 13.53 2 12:13 0 7.06 2.032 J-168 JUNCTION 0.00 5.01 1 15:18 0 1.35 10.618 J-169 JUNCTION 2.00 4.46 2 12:11 0.157 1.24 10.803 J-170 JUNCTION 1.82 3.29 1 22:03 0.139 0.617 17.272 J-174 JUNCTION 0.00 5.07 2 11:31 0 0.71 29.740 J-175 JUNCTION 0.00 2.05 2 08:53 0 0.259 52.111 J-176 JUNCTION 0.00 5.66 2 11:34 0 1.5 5.560 J-179 JUNCTION 0.00 8.55 3 05:10 0 1.96 -1.180 J-18 JUNCTION 3.86 32.56 3 03:34 0.325 2.2 1.612 J-180 JUNCTION 3.39 17.68 2 11:41 0.28 1.02 0.472 J-180A JUNCTION 0.00 15.46 2 10:27 0 0.685 -5.489 J-185 JUNCTION 6.03 21.17 3 03:41 0.544 1.65 0.533 J-185A JUNCTION 0.00 19.18 3 03:41 0 0.898 -2.795
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 21 of 65
J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.25 0.00 4.52 0.00 0.00 0.00 7.68 0.00 0.00 2.92 0.00 0.00 2.46 4.26 0.00 3.21 0.00 5.00 0.00 0.00 4.56 0.00 0.00 3.03 0.00 3.75 0.00 3.54 0.00 2.45 2.51 4.55 0.00 6.12 4.95 4.44 0.00 6.14 0.00 0.00 0.00 0.00 0.00 0.00 4.01 3.78 0.00 0.00 0.00 3.94 0.00 0.00 0.00 0.00 0.00 0.00 4.27 0.00 0.00 0.00 0.00 0.00 2.48 0.00 7.83 0.00 0.00 0.00 1.53 0.00 0.00 1.54 0.00 0.00 4.14 4.18 4.01 0.00 3.83 0.00
21.04 18.91 22.72 19.43 27.14 24.30 8.73 4.97 25.94 6.26 5.85 4.52 5.70 4.26 3.53 15.83 12.71 6.45 9.21 21.75 37.55 24.65 5.10 5.29 3.82 6.87 12.18 14.76 5.74 9.28 4.49 5.78 18.74 18.44 32.60 4.44 4.40 6.39 2.92 25.43 2.94 5.35 5.35 5.35 11.13 7.37 28.03 12.34 12.38 25.87 11.11 35.37 4.37 19.30 4.10 5.29 5.90 6.38 15.99 0.00 31.18 26.70 26.30 24.16 12.95 11.46 8.37 7.95 6.98 20.48 3.78 21.03 15.88 9.76 13.63 27.39 10.05 8.23 28.11 26.03
2 2 2 2 2 2 2 0 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 1 1 2 1 1 3 2 1 2 1 3 2 2 2 2 1 2 1 2 1 3 0 1 3 3 3 1 2 2 0 0 0 2 2 2 2 2 2 2 1 1 3 1 1 1 3 3 2 2 2 2
10:36 10:22 10:19 10:19 10:33 10:33 12:15 19:34 04:07 10:19 09:18 07:08 06:12 12:15 09:17 07:27 10:35 12:15 11:15 09:05 09:06 09:06 04:06 05:49 05:43 02:41 02:31 02:16 04:30 17:25 10:06 00:24 16:33 22:26 03:54 12:15 22:03 12:15 14:56 03:41 03:56 13:57 13:57 13:57 18:53 11:17 14:08 03:54 18:18 04:04 00:00 06:37 00:20 05:33 00:20 09:10 12:15 03:34 21:28 00:00 22:54 01:18 11:40 11:40 21:19 21:21 04:07 10:10 22:26 14:08 04:40 04:54 16:20 23:40 05:19 04:09 08:31 08:31 23:34 23:34
0.541 0 0.37 0 0 0 0.748 0 0 0.263 0 0 0.215 0.407 0 0.292 0 0.418 0 0 0.4 0 0 0.226 0 0.301 0 0.285 0 0.215 0.221 0.371 0 0.519 0.486 0.351 0 0.515 0 0 0 0 0 0 0.323 0.354 0 0 0 0.371 0 0 0 0 0 0 0.385 0 0 0 0 0 0.217 0 0.732 0 0 0 0.126 0 0 0.127 0 0 0.347 0.379 0.33 0 0.336 0
1.01 0.55 1.8 1.54 1.69 1.32 1.51 1.36 0.523 1.6 1.37 1.66 2.41 1.08 0.897 1.53 1.14 0.875 1.5 1.98 3.23 1.47 1.07 1.21 1.18 1.51 3.78 3.48 0.626 0.64 0.502 1.17 1.6 4.75 1.98 0.623 1.01 1.41 1.36 0.515 1.19 2.58 1.91 1.97 2.16 2.09 5.18 0.664 4.01 1.17 0.00332 4.13 1.87 0.537 2.17 2.17 2.28 2.19 3.91 0 6.33 4.53 2.1 1.13 1.78 0.381 2.03 1.98 2.07 2.24 0.633 4.83 4.23 2.99 3.03 1.51 2.9 3.78 0.967 0.398
0.501 10.898 0.144 0.000 0.405 -3.763 6.184 5.723 -0.057 -1.189 1.309 6.625 -0.016 13.015 13.913 0.210 2.201 -9.159 9.074 -0.967 -0.024 0.914 6.923 4.054 8.901 7.418 1.293 7.891 11.265 18.214 1.828 3.881 5.282 1.743 0.833 -7.905 3.658 -16.675 -0.013 0.952 0.146 -0.063 -0.860 -0.323 -1.959 -1.966 -2.128 -4.017 1.455 0.503 82.397 2.490 0.149 1.000 3.697 3.387 -1.511 1.469 0.046 0.000 -0.114 -2.350 -0.044 -0.018 4.227 0.000 3.998 -0.785 2.756 2.915 11.618 -3.842 0.315 -0.557 0.860 0.828 0.792 0.936 0.270 0.726
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 22 of 65
J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.25 0.00 3.21 0.00 0.00 4.84 0.00 0.00 3.19 0.00 0.00 0.00 0.00 0.00 8.69 0.00 8.68 0.00 0.00 4.62 0.00 4.45 0.00 0.00 5.60 0.00 0.00 0.00 0.00 3.69 0.00 0.00 6.41 0.00 0.00 0.00 4.09 0.00 0.00 6.32 0.00 3.58 0.00 0.00 5.08 0.00 3.86 6.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.09 0.00 0.00 4.88 0.00 0.00 0.00 0.00 3.08 6.18 3.04 0.00 10.07 0.00 0.00 0.00 0.00 6.47 0.00 5.22 0.00 0.00 0.00 0.00 0.00
5.23 21.48 20.74 18.54 2.99 18.37 13.87 6.11 9.34 8.63 8.76 2.97 3.35 3.38 22.76 18.98 12.30 4.92 3.87 12.99 11.14 10.99 29.03 20.79 24.76 22.06 5.47 5.35 4.56 4.86 6.13 6.63 8.41 5.33 4.83 7.51 33.15 22.63 6.56 13.23 16.24 14.56 9.34 5.49 5.08 5.08 62.58 16.01 18.10 4.09 4.43 6.58 17.78 17.76 18.27 11.20 9.81 7.59 32.83 26.14 7.72 10.73 16.68 24.90 9.36 8.98 5.12 40.31 22.95 4.82 3.74 22.30 22.15 22.12 35.24 30.37 21.49 9.12 7.20 8.95
2 3 3 3 3 3 2 3 3 2 3 2 3 2 2 2 2 2 3 2 2 2 3 3 3 3 2 3 3 1 2 2 3 2 1 3 3 3 3 1 1 1 1 3 2 3 3 2 3 3 2 3 3 3 3 3 3 2 2 2 3 3 3 2 1 3 3 3 3 3 3 2 3 3 0 0 0 0 3 1
12:15 04:09 00:59 01:06 01:20 01:23 11:27 05:41 03:59 11:56 05:38 10:28 04:53 11:12 10:44 11:11 12:15 11:00 05:00 10:36 10:35 11:13 01:22 04:06 04:45 05:33 11:45 04:29 04:46 15:33 01:40 11:01 04:06 11:31 16:01 02:15 02:15 03:42 03:43 19:54 22:45 19:54 02:48 04:26 12:15 05:04 04:30 11:40 04:12 03:28 11:09 03:46 05:48 05:48 05:48 01:30 03:20 11:56 11:52 11:52 03:03 03:59 01:30 09:51 18:27 03:42 01:54 01:45 03:20 02:39 03:26 09:03 03:54 02:38 09:27 10:42 09:27 09:27 04:15 10:26
0.296 0 0.269 0 0 0.424 0 0 0.299 0 0 0 0 0 0.801 0 0.766 0 0 0.422 0 0.42 0 0 0.44 0 0 0 0 0.384 0 0 0.657 0 0 0 0.391 0 0 0.611 0 0.311 0 0 0.498 0 0.362 0.626 0 0 0 0 0 0 0 0.368 0 0 0.44 0 0 0 0 0.257 0.646 0.283 0 0.943 0 0 0 0 0.596 0 0.5 0 0 0 0 0
2.02 0.742 1.13 0.671 0.881 1.3 0.782 0.543 0.692 0.32 2 1.11 1.21 1.18 2.03 1.66 1.66 1.18 1.23 1.87 1.57 1.98 2.24 2.09 1.47 0.991 1.02 1.33 0.861 1.22 1.16 1.54 1.71 1.27 1.61 1.55 3.57 0.97 3.6 5.33 4.24 4.58 1.53 1.24 1.39 1.24 1.84 1.12 0.487 0.818 0.88 1.05 0.377 0.598 0.676 1.54 3.11 1.69 1.84 0.8 0.163 1.65 5.82 1.73 2.54 1.15 0.929 8.1 2.95 1.52 1.54 0.485 2.1 1.15 3.29 1.85 1.42 0.401 1.29 1.52
3.027 -1.718 0.500 0.064 5.795 0.462 0.007 12.577 4.902 1.549 2.114 16.858 9.391 14.101 0.292 0.000 -0.323 2.920 14.067 0.317 0.027 3.886 3.353 4.118 0.000 -0.956 1.015 6.328 0.104 0.305 1.742 15.423 -1.110 6.199 2.467 -4.385 -1.122 0.077 -4.489 -1.800 0.829 8.223 3.319 20.870 13.012 15.695 -0.289 0.234 0.389 11.631 11.722 3.291 1.248 0.786 -3.607 9.084 1.645 3.165 1.097 -0.213 -0.071 1.262 -1.782 -0.744 0.918 0.284 0.152 -1.462 0.263 7.223 7.940 0.451 -0.445 -1.973 2.080 0.909 4.085 0.807 11.687 8.177
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 23 of 65
J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 5.24 4.47 0.00 4.97 0.00 0.00 0.00 1.53 0.00 0.00 0.00 0.00 7.49 0.00 0.00 0.00 0.00 0.00 1.31 0.96 0.00 0.00 0.85 1.15 3.58 2.45 0.00 0.00 0.00 2.86 3.83 0.00 0.00 0.95 0.00 1.88 4.56 0.00 0.00 9.24 0.00 0.00 0.00 6.80 0.00 1.61 1.69 0.00 3.91 0.00 1.62 0.00 0.00 4.94 4.07 1.35 0.00 0.00 0.00 0.84 0.00 0.00 3.82 3.01 0.00 1.97 0.00 0.00 4.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.90
7.51 7.84 10.56 4.79 6.87 16.73 5.01 49.31 48.77 21.92 15.51 20.78 11.47 17.87 39.60 32.49 33.11 30.70 126.16 19.47 12.48 59.56 71.45 74.03 66.82 46.92 34.45 29.08 19.29 23.14 30.54 21.79 21.26 16.82 10.97 25.17 20.06 9.08 19.09 16.93 8.04 34.40 10.08 8.68 8.31 12.21 31.61 11.22 9.13 2.31 6.94 11.17 108.81 168.69 142.57 16.03 6.69 9.00 34.41 8.59 7.37 23.82 19.95 34.66 40.50 14.19 19.17 32.15 29.11 82.21 36.43 31.48 14.63 160.48 128.54 9.99 12.20 10.49 20.05 49.14
1 3 2 2 2 3 1 2 2 3 3 3 3 0 2 1 0 1 2 0 2 3 0 0 2 1 1 2 0 2 3 1 1 2 2 2 0 0 2 2 2 3 0 3 2 2 2 2 2 2 2 0 0 0 0 2 2 3 2 3 2 3 0 0 2 2 2 2 2 0 3 3 3 3 3 2 3 3 3 2
01:27 04:51 12:08 12:21 04:48 00:28 04:37 20:57 20:35 02:19 03:57 03:20 03:57 13:06 07:48 20:05 06:12 05:00 06:02 12:49 16:50 04:10 06:25 10:11 05:29 12:46 22:39 01:30 15:56 01:28 04:54 09:14 19:27 05:13 18:37 13:22 10:58 09:32 11:50 21:43 10:30 05:55 08:12 00:06 12:01 12:03 13:23 12:04 12:02 10:41 12:15 06:11 06:19 06:22 06:18 11:14 12:01 00:29 16:22 05:46 11:15 05:46 00:02 22:06 07:20 21:08 09:46 21:58 16:23 00:00 01:31 02:53 03:25 01:59 03:26 14:29 04:03 02:02 02:02 18:32
0 0 0.519 0.391 0 0.493 0 0 0 0.114 0 0 0 0 0.773 0 0 0 0 0 0.227 0.207 0 0 0.173 0.193 0.29 0.246 0 0 0 0.269 0.35 0 0 0.181 0 0.209 0.513 0 0 0.807 0 0 0 0.78 0 0.18 0.187 0 0.437 0 0.186 0 0 0.488 0.355 0.245 0 0 0 0.151 0 0 0.438 0.272 0 0.167 0 0 0.41 0 0 0 0 0 0 0 0 1.11
1.18 1.42 2.11 0.909 2.53 10.2 1.66 5.36 2.18 5.9 6.05 6.27 6.2 6.33 10.7 3.88 9.26 9.75 22.5 5.06 4.49 14.7 17.7 15.9 16 12.2 10.6 9.96 2.99 2.99 10.7 8.64 8.03 7.65 7.6 11.1 7.28 2.52 1.21 0.563 0.89 4.59 3.59 0.878 0.842 1.42 5.84 1.39 1.52 0.0457 3.43 3.12 6.55 6.09 7.89 1.18 1.04 3.57 6.31 0.406 0.411 5.76 5.94 27.7 28.1 23 23 24 23.9 23.9 1.92 1.04 3.54 3.77 0.738 1.37 1.41 1.45 1.65 1.85
1.515 -2.971 -6.931 -17.391 7.562 0.166 -0.350 8.942 -16.827 0.203 2.472 3.062 1.903 0.018 0.896 0.000 0.073 0.113 -0.246 0.214 9.078 -3.206 -10.867 -6.588 -1.892 -6.261 -4.444 -5.596 1.844 8.562 3.025 1.563 -3.133 2.085 3.910 6.024 6.397 6.423 -2.313 0.598 1.040 0.271 13.622 4.367 9.061 3.770 16.239 3.865 2.115 -2.982 -0.619 -0.108 0.043 -8.593 0.000 4.495 -2.963 15.311 -6.327 10.762 2.817 -12.175 13.922 0.778 -0.507 -0.320 -0.298 0.469 0.506 0.046 0.922 0.000 15.736 19.812 -50.053 1.083 2.082 1.509 -5.900 -0.552
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 24 of 65
J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.98 0.00 8.22 0.00 0.00 0.00 4.61 6.27 0.00 0.00 0.00 0.00 8.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.03 0.00 0.00 3.04 8.90 0.00 0.00 0.00 0.00 2.87 0.00 0.00 5.07 0.00 0.00 5.24 6.82 2.43 4.39 1.32 0.00 3.33 2.63 0.00 0.00 0.00 5.05 0.00 5.84 0.00 2.87 1.69 10.74 4.09 0.00 3.74 0.00 4.77 5.92 0.00 6.82 0.00 3.31 2.46 0.00 2.93 0.00 0.00
22.84 20.85 2.90 2.25 61.46 4.92 6.08 5.19 26.95 3.96 26.79 21.79 4.81 25.06 51.07 37.12 16.80 16.80 2.47 11.74 18.25 5.62 5.62 20.13 20.13 23.07 13.71 5.78 5.67 6.24 8.61 7.07 12.00 7.74 8.29 14.88 10.16 4.60 9.07 4.76 4.34 3.02 6.65 13.35 30.55 24.94 7.53 5.76 9.01 3.48 13.73 8.49 6.35 5.21 38.07 22.17 10.00 14.24 11.20 9.38 34.32 31.03 8.35 10.57 13.65 10.08 14.96 6.73 12.86 7.23 77.68 14.82 10.01 4.22 4.97 3.18 3.07 5.01 6.26 7.12
2 2 2 2 0 2 3 1 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 2 2 2 2 2 1 2 2 2 2 2 2 1 2 1 1 2 2 2 3 3 3 2 2 3 2 3 2 3 2 3 3 2 3 3 3 3 3 2 1 2 2 3 3 0 3 3 3 3 3 2 2 2 2 2 2
18:32 18:17 09:09 09:09 00:00 09:29 00:26 19:00 10:46 11:05 09:16 09:16 10:21 10:46 10:42 08:46 09:49 09:49 10:12 09:42 15:21 18:20 18:20 11:08 11:08 10:49 09:47 11:18 15:15 09:34 12:51 12:45 12:07 23:29 13:40 11:26 11:58 11:53 11:59 18:40 11:39 09:20 12:15 04:02 04:44 04:44 09:56 12:15 03:59 09:32 05:00 09:47 05:03 12:15 04:12 04:58 12:15 03:09 03:14 03:15 03:39 03:39 08:30 19:59 12:15 01:59 01:56 04:41 21:48 05:30 05:00 04:04 05:23 04:55 12:15 11:51 13:28 19:21 19:10 19:04
0 0 0 0 0 0 0 0 0.275 0 0.737 0 0 0 0.405 0.529 0 0 0 0 0.714 0 0 0 0 0 0 0 0 0 0 0 0.363 0 0 0.248 0.984 0 0 0 0 0.256 0 0 0.499 0 0 0.455 0.66 0.212 0.389 0.107 0 0.306 0.251 0 0 0 0.496 0 0.497 0 0.223 0.122 1.04 0.35 0 0.296 0 0.464 0.601 0 0.635 0 0.303 0.216 0 0.271 0 0
0.481 0.564 0.191 0.0645 1.82 1.38 2.43 1.98 0.789 1.91 2.04 1.13 1.2 0.0845 1.13 2.49 0.344 0.293 0.0207 0.292 2.38 0.706 0.778 0.537 0.367 1.72 2.32 0.67 1.35 1.43 3.33 2.59 2.51 2.15 2.46 1.48 2.63 0.186 1.36 1.28 1.21 0.847 0.683 0.914 2.28 1.18 1.86 1.19 1.46 0.765 2.02 1.15 0.801 1.01 2.33 0.926 0.639 3.67 0.826 0.197 1.22 0.617 1.74 2.29 3.62 3.8 5.85 2.21 2.69 5.51 5.41 0.281 3.11 0.823 0.323 0.538 0.524 0.794 0.802 0.808
0.748 0.502 1.033 0.000 0.214 2.405 -0.218 7.620 0.834 0.000 -0.805 0.347 24.722 4.447 -0.143 0.132 1.173 1.381 35.856 -7.976 0.166 -0.135 -0.124 3.719 1.678 -0.434 5.585 1.016 18.102 12.714 -1.380 0.300 2.932 6.997 10.424 3.999 -0.182 -5.334 -0.503 10.268 10.748 25.375 9.685 14.256 -0.085 3.002 3.586 9.072 0.702 24.465 3.304 6.584 4.831 19.291 1.915 0.391 -6.322 1.522 5.954 0.000 0.712 0.000 4.869 1.663 3.233 1.508 4.922 0.000 9.035 0.049 -8.096 2.752 9.322 17.560 0.187 -1.057 0.477 0.674 -1.095 0.156
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 25 of 65
J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 4.55 0.00 0.00 0.00 0.00 5.37 3.78 4.39 2.74 0.00 0.00 0.00 3.50 0.00 2.35 0.00 0.00 0.00 0.00 4.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.18 0.00 0.00 0.00 0.00 2.92 0.00 0.00 0.00 4.81 0.00 0.00 5.86 0.00 2.27 0.00 0.00 0.00 3.25 0.00 0.00 0.00 2.11 0.00 0.00 0.00 0.00 0.00 3.66 0.00 0.00 0.00 0.00 1.22 0.00 0.00 0.00 6.44 0.00 0.00 0.00 0.87 0.00 0.00 4.98 0.00 0.00
4.94 8.11 4.52 10.46 4.55 11.37 11.93 6.31 6.14 5.37 4.10 7.36 6.39 12.01 7.60 16.24 13.18 5.33 50.63 23.02 23.02 43.02 13.59 6.80 2.91 6.41 6.91 19.08 13.63 62.78 59.08 18.63 10.95 30.56 22.23 13.66 79.52 8.20 27.27 97.60 26.93 9.31 15.37 15.50 9.04 20.76 14.07 16.61 18.49 5.59 5.49 33.45 8.01 7.88 6.12 6.37 4.53 27.25 30.24 5.04 3.38 3.66 4.04 4.25 3.98 5.21 5.00 3.69 8.09 21.34 7.49 12.25 8.01 6.05 20.70 9.75 7.42 5.89 4.78 9.94
0 0 1 3 2 0 0 2 2 2 2 2 2 3 3 2 3 3 3 3 3 3 1 3 2 2 2 2 2 0 1 2 0 3 0 0 0 0 0 2 0 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3
00:00 00:00 22:08 04:25 12:15 00:00 00:00 12:13 12:13 12:15 13:52 15:00 12:12 03:54 02:27 13:51 02:27 03:52 02:27 02:27 02:27 02:26 14:36 04:46 10:11 09:31 07:52 11:30 10:27 05:28 11:51 10:36 06:01 03:24 12:26 12:26 13:01 14:10 12:39 08:39 09:34 16:56 09:33 10:56 12:16 13:32 05:55 03:06 02:28 14:15 13:48 11:15 04:08 07:02 18:21 10:30 18:04 15:18 11:15 18:21 11:58 12:15 11:54 11:59 14:45 12:50 12:50 15:01 10:32 05:38 12:15 11:31 17:57 18:10 12:30 12:31 17:35 12:15 17:34 04:57
0 0 0 0 0.439 0 0 0 0 0.534 0.423 0.494 0.304 0 0 0 0.391 0 0.261 0 0 0 0 0.377 0 0 0 0 0 0 0 0 0 0.194 0 0 0 0 0.271 0 0 0 0.416 0 0 0.584 0 0.253 0 0 0 0.333 0 0 0 0.234 0 0 0 0 0 0.408 0 0 0 0 0.136 0 0 0 0.547 0 0 0 0.0762 0 0 0.488 0 0
0.16 0.179 1.1 2.1 1.38 2.74 7.3 1.7 1.51 0.877 0.566 1.43 1.85 3.29 2.39 1.7 2.45 1.61 8.88 2.74 2.56 4.33 2.87 1.61 0.563 0.615 0.792 1.74 1.36 6.33 3.3 2.55 2.46 7.4 2.33 3.44 7.4 2.58 3.32 5.04 2.44 1.46 2.02 0.975 2.32 9.01 2.49 0.979 0.459 1.07 1.18 4.07 1.27 1.47 1.06 1.17 0.978 2.92 0.786 1.2 0.724 0.882 0.67 0.654 0.675 0.778 0.299 0.662 1.49 2.04 1.53 2.52 1.42 1.8 2.81 1.02 1.01 1.03 0.517 1.02
0.286 0.313 22.201 12.586 -4.672 3.694 -0.564 6.418 5.168 -12.996 -19.676 -2.164 -3.518 1.003 0.853 -9.300 -6.250 10.181 -3.410 -0.724 -1.266 -5.654 -7.034 6.253 17.017 14.049 10.400 0.622 0.031 20.078 -41.884 -0.794 5.649 2.426 0.235 2.948 10.310 -1.108 -2.969 -42.769 0.178 18.011 -0.337 2.290 0.305 2.009 12.313 -4.357 -2.286 -4.395 0.143 0.174 -1.549 -5.452 -0.910 -1.799 -4.859 -2.301 0.000 -6.030 -1.099 -5.404 -2.108 -7.548 -5.772 -18.692 -7.154 -4.323 0.785 0.000 10.484 0.263 1.986 0.731 -0.099 1.566 1.898 0.812 2.679 32.609
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 26 of 65
J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.39 4.07 0.00 3.83 3.47 3.58 4.30 0.00 0.00 0.00 5.61 0.00 0.00 1.04 0.00 0.81 0.00 2.89 0.00 0.00 3.54 6.19 0.00 2.83 0.00 4.39 0.00 0.00 0.00 0.00 2.47 0.00 1.66 0.00 5.10 0.00 0.00 2.29 0.00 4.41 7.94 0.00 7.42 0.00 2.14 0.00 2.78 0.00 0.00 0.88 0.00 0.00 6.67 0.00 0.00 0.00 7.19 0.00 0.00 3.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.39 5.12 7.41 37.24 7.13 7.47 4.30 41.23 10.13 5.86 8.42 9.24 13.38 21.48 15.05 7.03 6.63 6.77 3.89 5.17 3.54 11.26 6.43 18.67 16.62 12.83 13.56 58.87 5.94 4.37 7.33 6.20 4.66 4.81 23.86 20.26 18.10 35.70 13.65 4.41 7.94 14.02 16.25 60.37 22.48 20.81 11.35 12.46 20.81 58.28 6.91 14.33 6.67 53.20 98.73 90.41 13.78 23.00 58.00 12.06 11.22 18.41 55.58 13.53 12.23 5.35 3.74 2.82 1.70 12.64 65.98 2.82 5.00 6.83 6.92 9.20 11.93 4.41 7.94 11.11
2 2 2 3 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 0 3 3 3 2 2 2 2 2 2 2 2 3 3 3 2 2 1 3 0 2 2 2 2 0 0 2 3 2 3 2 2 0 2 2 0 2 0 0 1 2 2 2 1 0 3 0 2 3 2 2 0 0 2 2 0
12:15 12:12 17:55 04:51 18:09 17:46 12:15 00:22 04:44 10:54 12:14 14:50 10:44 13:24 12:14 12:13 12:14 12:14 12:15 04:38 12:15 12:15 10:52 04:21 18:27 03:50 01:20 02:07 10:14 09:06 10:50 11:40 11:18 09:00 11:26 11:29 01:22 01:33 04:53 12:15 12:15 18:08 05:44 00:00 10:44 10:44 18:23 13:08 06:37 06:19 11:41 04:52 12:15 04:18 08:45 08:48 09:28 09:09 11:51 09:39 09:11 00:01 00:00 17:51 12:13 13:58 13:39 21:05 06:19 00:28 00:00 11:46 01:02 12:41 15:00 00:00 00:00 12:15 12:15 00:00
0.425 0.391 0 0.363 0.32 0.332 0.414 0 0 0 0.563 0 0 0.0866 0 0.0628 0 0.259 0 0 0.332 0.691 0 0.317 0 0.487 0 0 0 0 0.221 0 0.153 0 0.504 0 0 0.218 0 0.423 0.856 0 0.604 0 0.203 0 0.313 0 0 0.168 0 0 0.606 0 0 0 0.645 0 0 0.355 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.445 0.444 0.593 3.93 0.973 1.28 0.425 3.16 2.52 0.47 1.02 1.02 1.05 3.79 4.36 0.656 0.593 0.593 0.333 1.46 0.332 6.13 1.64 6.14 6.35 5.28 4.96 3.78 0.927 0.84 1.56 1.35 1.41 1.4 1.06 0.551 2.6 9.14 1.5 0.423 0.857 0.781 2.18 22.7 1.85 1.68 1.73 4.76 6.86 10.8 1.7 3.4 1.56 3.52 2.43 1.42 2.03 1.76 5.05 0.875 0.384 6.07 4.43 2.39 6.52 1.97 1.56 1.74 0.918 9.78 18.1 1.35 2.46 2.59 5.43 0.436 5.81 0.424 0.857 0.00515
-0.810 -1.605 2.032 0.000 0.618 0.896 -2.366 3.878 3.583 2.633 -0.784 1.538 4.334 0.636 0.016 0.094 0.144 0.172 0.248 15.781 0.121 0.385 10.876 -9.117 3.072 -0.602 3.069 -22.376 2.941 5.147 4.195 3.023 4.870 5.059 0.636 -4.245 -2.958 8.039 -2.606 0.121 0.103 -3.646 -1.883 0.026 0.164 2.200 -27.590 -13.286 -0.800 -0.006 4.620 0.257 12.936 3.753 -19.047 -45.814 -0.068 0.533 0.100 -0.405 1.692 0.125 1.473 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 27 of 65
J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11.87 60.37 8.11 61.46 4.62 2.84 1.41 3.85 2.06 1.44 1.95 0.00 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.58 4.88 13.54 3.79 14.42
0 0 0 0 2 2 0 2 0 0 1 0 0 1 2 0 0 0 2 0 0 0 2 2 0 0 2 0 0 0 0 0 2
00:00 00:00 00:00 00:00 08:18 04:48 06:23 04:36 09:55 06:23 17:25 00:00 17:12 17:45 06:42 10:30 20:11 09:31 11:48 06:18 07:11 00:00 01:09 00:14 20:18 19:27 05:41 05:28 00:00 00:01 00:01 05:30 12:17
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.21 17 0.179 1.82 2.98 1.49 1.07 3.27 1.16 0.93 0.69 0 1.83 2.05 1.53 1.43 0.362 0.76 0.652 1.67 1.55 6.62 0.595 0.79 0.637 1.76 1.22 4.57 4.45 1.56 4.51 5.47 4.36
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % %
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 50.56 5.021 0.000 J-104 JUNCTION 64.78 5.973 0.000 J-106 JUNCTION 58.64 5.959 0.000 J-109 JUNCTION 15.72 1.221 0.000 J-11 JUNCTION 69.95 5.595 0.000 J-110 JUNCTION 59.64 5.384 0.000 J-113 JUNCTION 70.08 5.740 0.000 J-114 JUNCTION 63.75 5.337 0.000 J-118 JUNCTION 17.95 3.169 0.000 J-12 JUNCTION 29.11 4.597 0.000 J-121 JUNCTION 57.66 5.959 0.000 J-126 JUNCTION 15.44 0.858 0.000 J-127 JUNCTION 15.18 0.911 0.000 J-128 JUNCTION 14.77 0.852 0.000 J-129 JUNCTION 17.54 3.168 0.000 J-130 JUNCTION 22.04 3.891 0.000 J-131 JUNCTION 25.14 4.297 0.000 J-132 JUNCTION 70.33 5.376 0.000 J-137 JUNCTION 69.30 5.525 0.000 J-139 JUNCTION 76.40 5.566 0.000 J-140 JUNCTION 72.89 5.718 0.000 J-147 JUNCTION 66.23 6.007 0.000 J-148 JUNCTION 63.48 6.091 0.000 J-149 JUNCTION 58.80 6.091 0.000 J-15 JUNCTION 20.93 3.232 0.000 J-152 JUNCTION 60.95 6.147 0.000 J-153 JUNCTION 59.57 6.178 0.000 J-155 JUNCTION 61.66 6.202 0.000 J-156 JUNCTION 61.67 6.280 0.000 J-158 JUNCTION 19.64 3.561 0.000 J-160 JUNCTION 45.07 5.963 0.000 J-161 JUNCTION 18.86 3.670 0.000 J-162 JUNCTION 23.59 4.421 0.000 J-163 JUNCTION 75.50 4.911 0.000 J-164 JUNCTION 72.38 5.177 0.000
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J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-191 J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
71.15 72.50 74.21 73.17 68.19 59.52 66.70 57.53 41.80 42.19 19.07 19.92 19.94 21.39 21.30 22.74 49.01 52.48 53.25 51.37 55.67 52.66 48.89 55.27 26.07 51.68 61.15 37.82 25.87 55.26 53.75 57.30 56.39 57.69 49.41 67.24 39.90 45.55 53.96 43.32 45.76 19.12 61.12 61.96 62.03 14.74 44.44 47.00 62.64 19.25 77.98 46.60 57.88 55.05 56.57 59.28 48.61 36.43 27.96 21.72 54.77 50.25 51.99 41.15 65.50 42.05 45.13 28.03 28.65 19.17 28.25 28.89 16.03 32.65 16.21 32.36 16.41 67.33 19.29 69.14
5.269 4.874 4.420 4.831 4.973 5.078 6.363 6.363 5.965 5.969 2.727 4.075 4.146 4.580 3.876 3.580 6.367 6.228 6.182 6.191 6.029 5.689 5.690 5.972 4.161 5.915 5.893 4.691 4.091 5.822 5.816 5.780 5.340 5.337 4.857 5.566 4.857 5.666 5.663 4.801 4.800 2.764 5.054 5.008 4.975 2.262 5.078 5.144 5.995 2.787 4.968 4.544 4.357 4.871 5.079 5.219 4.568 4.559 2.521 3.267 5.814 5.773 5.719 5.023 5.597 5.014 5.001 5.014 5.014 2.802 5.004 4.992 2.652 5.552 2.788 5.582 2.806 5.568 2.798 5.524
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
53.89 58.05 57.85 21.08 19.77 73.12 53.15 19.88 62.55 62.45 62.53 68.46 19.36 42.60 26.86 65.13 37.38 36.98 27.99 25.98 18.10 29.66 27.95 28.53 71.12 42.00 58.86 56.17 54.65 20.86 17.70 48.06 48.61 51.49 70.87 52.59 58.72 17.55 59.03 20.51 20.75 20.19 17.84 17.20 57.33 62.43 17.39 31.20 69.59 62.11 64.34 18.54 21.44 75.90 60.27 72.08 14.78 14.77 25.71 47.35 73.06 47.50 34.47 48.96 39.21 36.77 45.89 27.55 64.79 8.25 32.65 14.72 25.21 16.35 25.18 21.21 39.83 70.83 61.47 42.47
5.876 5.954 5.806 3.653 4.423 6.439 5.707 3.595 2.539 2.542 2.991 5.534 4.493 6.088 5.692 6.096 5.706 5.703 5.696 5.289 3.299 5.693 5.289 5.564 6.288 5.789 6.195 6.664 6.208 2.823 3.847 5.867 5.844 5.824 6.320 5.813 5.981 3.526 5.968 4.887 2.753 4.889 3.306 2.902 5.714 5.784 3.138 3.142 5.877 5.511 5.539 2.084 2.519 5.528 5.885 5.764 1.031 1.324 4.419 3.042 5.951 3.043 2.000 3.311 2.657 2.337 4.579 2.676 4.445 1.661 4.176 2.699 2.737 3.106 3.434 3.196 3.660 4.627 4.134 3.741
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.593 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
30.06 50.37 60.85 69.80 66.88 61.99 14.04 26.03 22.55 59.82 26.24 26.26 26.18 54.04 26.55 26.46 54.25 71.81 41.91 44.06 22.79 22.19 21.54 38.91 56.31 4.91 19.56 73.79 54.19 53.37 0.01 0.00 49.56 49.61 77.99 18.82 68.49 2.74 16.52 16.76 16.79 11.15 56.43 77.99 70.95 15.13 66.26 21.51 71.39 35.10 65.84 21.47 64.51 71.56 12.47 65.38 52.55 59.38 58.51 12.29 45.63 69.02 69.73 61.09 21.53 63.49 62.10 57.90 49.42 20.56 46.03 63.31 60.22 55.50 47.32 42.24 59.24 49.09 19.45 29.58
3.209 3.451 4.397 4.518 4.929 4.766 2.697 4.238 3.861 5.173 4.235 4.230 4.224 3.781 4.194 4.173 6.945 6.306 2.949 3.029 1.982 7.060 4.031 3.122 4.244 1.399 2.529 4.730 4.477 4.491 0.710 3.391 3.442 3.356 5.623 2.359 5.457 0.189 6.072 5.083 5.269 0.207 2.031 5.612 5.502 2.400 5.502 4.024 6.903 3.388 6.277 4.007 4.902 6.961 2.757 5.363 6.762 4.661 4.572 2.803 2.506 4.781 4.913 4.608 4.014 5.387 5.299 5.581 5.187 2.787 5.186 5.599 6.107 5.619 5.186 5.187 6.104 5.611 2.813 4.694
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.660 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
20.54 20.62 30.26 29.04 53.70 53.40 63.27 63.44 59.78 77.99 20.76 60.40 61.46 8.61 8.62 8.59 8.51 8.51 77.99 63.80 66.72 55.22 77.64 77.98 72.80 63.77 53.35 3.93 3.94 5.03 66.29 4.22 2.10 2.23 64.55 4.67 6.34 49.35 61.34 49.05 40.66 42.28 21.21 31.54 31.35 73.07 43.35 73.42 32.43 76.86 31.98 32.97 57.94 25.74 16.35 76.53 70.36 3.41 3.58 7.13 19.53 6.33 10.21 10.07 7.34 6.50 18.68 6.56 3.03 2.76 1.59 1.13 1.42 4.58 4.45 1.37 6.56 20.09 64.32 7.67
2.764 2.729 4.715 4.697 5.647 5.578 5.435 5.984 5.435 6.360 2.341 5.433 5.984 5.150 5.073 5.009 4.409 4.267 3.990 6.364 5.372 5.651 5.601 5.610 5.853 5.554 5.650 3.403 3.359 3.661 6.096 3.671 3.394 3.414 6.101 3.402 4.428 10.342 6.117 6.775 5.654 5.654 3.855 2.713 2.711 5.313 3.502 5.301 2.186 6.395 2.496 2.185 4.850 4.753 2.148 4.864 6.240 3.383 4.077 4.121 3.339 3.888 3.902 3.857 3.859 3.855 9.560 3.862 3.856 3.918 3.865 3.866 3.879 3.684 3.687 3.853 3.543 3.555 6.130 3.862
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.370 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
16.93 8.41 8.34 8.30 16.21 15.48 14.29 72.98 19.69 19.44 13.72 19.87 14.88 15.92 17.89 19.94 70.18 7.84 8.26 8.44 6.13 6.29 0.38 0.45 67.31 1.54 71.48 68.30 46.57 45.61 55.80 61.42 12.37 53.64 52.74 54.86 53.62 53.65 52.98 20.93 71.89 77.99 77.99 54.26 57.30 78.00 20.85 16.07 18.10 30.55 47.97 48.06 29.30 70.09 15.45 16.16 16.16 20.74 76.69 44.76
4.660 4.225 4.244 4.233 4.686 4.735 4.751 6.473 5.186 5.183 4.762 4.072 4.753 4.723 4.802 10.060 6.371 4.223 4.153 4.452 4.205 3.898 2.880 4.128 5.991 4.990 5.810 5.951 3.156 5.832 3.590 3.668 0.321 5.149 5.146 5.115 5.105 5.065 4.979 2.783 4.501 6.560 6.360 7.101 4.141 5.605 2.526 5.585 5.030 3.636 4.310 5.035 4.441 5.838 0.549 1.041 1.039 2.346 4.720 4.859
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.660 0.312 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 16.75 5.14 3 03:56 0.042 1.461 J-104 22.65 11.93 2 12:14 0.290 1.273 J-106 18.24 5.26 2 10:37 0.067 1.709 J-109 15.72 4.60 2 11:50 0.051 1.221 J-11 10.76 12.84 3 00:19 0.367 0.035 J-110 17.01 8.05 2 12:00 0.143 1.151 J-113 17.81 10.73 3 03:04 0.296 0.906
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J-114 J-118 J-12 J-121 J-126 J-127 J-128 J-129 J-130 J-131 J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-191 J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-271
12.91 12.80 10.22 9.90 15.42 15.18 14.77 13.46 13.49 6.02 17.34 20.81 12.63 16.77 18.22 17.64 20.97 16.16 18.29 18.95 19.87 20.76 17.22 17.38 6.72 0.88 7.90 7.10 7.68 5.28 6.41 10.61 15.76 20.94 19.31 21.54 18.34 18.95 15.54 16.14 15.88 18.35 18.17 19.68 28.22 25.07 23.19 24.52 24.49 23.35 25.64 22.81 19.57 30.86 22.29 23.24 18.39 21.42 21.52 20.85 16.67 16.65 19.50 17.03 24.67 27.67 25.08 21.52 19.55 16.19 48.44 47.79 31.29 0.07 27.86 25.15 4.00 16.27 16.34 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
14.14 14.60 12.78 4.90 6.85 1.17 1.15 8.53 6.20 3.83 6.63 2.61 2.22 2.57 5.82 5.75 3.98 19.19 3.90 3.37 3.18 2.96 19.51 9.89 4.35 5.73 5.01 4.33 4.08 5.03 5.93 4.95 4.22 3.13 4.67 1.92 5.51 6.75 28.11 15.25 20.49 20.65 21.47 21.31 5.93 4.20 5.66 5.82 3.71 4.92 3.69 3.32 12.07 6.45 9.12 18.72 33.87 3.89 4.67 2.99 5.56 5.38 14.45 5.09 9.00 4.41 4.85 16.32 13.90 26.74 4.23 4.23 4.08 2.37 9.40 7.07 5.84 5.62 23.21 8.69
2 2 3 2 2 2 2 2 2 2 2 3 2 1 2 3 2 3 2 2 1 2 3 3 2 2 0 0 0 2 2 1 1 1 2 2 2 2 3 2 3 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 3 3 1 3 3 3 3 1 1 0 1 1 3 2 1 2 2 1 2 2 3 3 0
22:29 22:29 00:19 09:46 12:15 12:15 12:16 22:45 23:31 17:09 12:06 02:31 02:12 21:05 12:15 03:43 11:53 03:44 12:15 09:16 22:40 06:04 04:35 04:42 11:30 13:26 18:38 11:44 06:40 05:15 07:40 15:18 20:11 17:26 11:31 08:53 11:34 02:25 03:06 11:41 03:41 10:22 10:19 11:00 12:15 19:34 12:15 09:18 07:08 03:31 07:17 09:17 07:37 12:15 11:15 09:05 09:06 04:06 05:49 20:21 02:25 02:31 02:16 03:48 17:25 10:06 23:57 16:33 17:25 03:54 12:08 11:59 12:15 08:55 23:57 11:17 03:54 01:58 04:04 00:00
0.183 0.161 0.393 0.017 0.244 0.018 0.016 0.183 0.115 0.047 0.127 0.083 0.015 0.036 0.174 0.041 0.081 0.251 0.144 0.044 0.052 0.064 0.214 0.058 0.064 0.015 0.132 0.077 0.078 0.062 0.092 0.114 0.166 0.175 0.067 0.053 0.059 0.091 0.204 0.222 0.158 0.205 0.123 0.289 0.212 0.101 0.280 0.113 0.099 0.119 0.122 0.089 0.169 0.387 0.114 0.217 0.273 0.065 0.075 0.065 0.130 0.051 0.144 0.038 0.182 0.143 0.152 0.210 0.303 0.204 0.350 0.365 0.275 0.001 0.289 0.241 0.008 0.076 0.106 0.000
0.177 0.169 0.037 0.259 0.858 0.911 0.852 0.228 0.251 0.007 0.609 0.725 0.206 0.438 0.707 0.751 1.291 0.532 0.747 0.678 0.782 1.010 0.961 0.863 0.003 0.004 0.200 0.004 0.001 0.001 0.004 0.005 0.001 0.002 1.563 1.313 0.845 1.219 0.497 1.125 1.076 1.760 0.926 1.820 1.867 1.678 1.682 1.741 1.479 1.439 1.340 1.122 1.411 2.145 1.703 2.361 1.291 0.972 0.966 0.880 0.740 0.777 0.757 0.766 0.957 0.966 1.003 1.001 0.950 0.724 0.404 0.308 0.175 0.002 0.428 0.394 0.383 0.695 0.837 0.008
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 34 of 65
J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433
17.06 10.11 27.80 18.93 17.80 22.93 20.69 17.44 13.64 15.31 13.14 17.68 19.21 17.48 17.96 19.78 16.07 15.48 16.59 13.85 13.28 12.72 15.63 13.42 16.24 13.65 17.11 16.75 8.68 23.57 20.51 20.81 17.89 17.84 17.43 21.65 16.68 16.40 14.57 16.51 16.23 16.64 15.97 16.31 16.18 17.78 17.33 16.97 16.01 16.72 14.31 15.87 16.42 0.69 15.90 15.72 18.18 21.18 3.76 15.44 14.68 15.87 16.10 15.40 14.82 14.84 16.10 14.80 14.90 13.55 20.51 16.48 15.47 5.36 17.17 17.38 14.74 15.13 19.61 27.07
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
34.40 3.66 4.10 4.62 4.82 30.84 26.43 24.87 12.87 4.41 5.90 5.14 20.30 3.41 19.12 14.02 9.61 13.32 21.77 4.30 5.40 24.79 3.48 19.67 2.81 15.89 5.59 9.03 4.02 2.72 2.95 3.28 21.00 9.75 3.62 3.34 11.72 9.84 25.79 18.19 4.20 4.42 3.92 4.80 5.17 5.96 6.09 4.23 4.49 5.64 26.50 4.92 7.60 10.41 13.46 7.64 5.39 3.23 3.42 52.93 12.34 3.73 4.34 4.90 10.82 4.99 7.25 29.59 7.68 13.79 23.42 7.76 3.55 34.77 3.08 2.98 18.21 29.27 20.32 6.35
0 0 2 2 2 0 2 2 2 1 2 1 1 3 1 1 1 3 3 3 3 2 3 3 3 2 3 3 3 2 1 2 2 2 3 3 2 3 3 2 2 3 3 1 2 2 2 3 2 3 3 3 1 1 3 1 3 3 3 3 3 3 2 3 3 3 2 2 3 3 2 2 3 3 2 2 3 3 0 0
21:35 22:22 07:20 05:08 05:06 22:54 01:18 11:40 21:19 02:35 10:10 21:34 14:08 04:01 17:53 16:20 23:40 05:19 04:09 05:23 04:11 23:34 01:07 00:59 01:29 11:41 05:41 03:59 01:40 10:30 10:11 11:12 11:11 12:15 04:23 05:00 10:35 01:36 01:22 11:49 11:55 04:44 04:41 15:33 01:40 11:01 12:13 05:05 06:08 02:52 02:15 03:43 23:01 23:36 01:50 02:48 04:26 03:55 04:08 05:29 02:28 03:28 11:09 02:36 01:30 02:33 11:56 11:52 02:38 01:30 09:03 05:17 01:54 02:20 07:12 09:38 04:12 03:22 09:27 10:04
0.350 0.104 0.176 0.118 0.098 0.750 0.349 0.387 0.270 0.105 0.099 0.139 0.215 0.034 0.222 0.238 0.074 0.094 0.111 0.057 0.029 0.121 0.080 0.071 0.046 0.064 0.040 0.301 0.016 0.087 0.071 0.057 0.189 0.290 0.033 0.072 0.045 0.301 0.333 0.250 0.032 0.042 0.035 0.130 0.042 0.047 0.159 0.048 0.036 0.051 0.092 0.036 0.103 0.014 0.106 0.074 0.077 0.109 0.039 0.211 0.062 0.035 0.037 0.058 0.077 0.052 0.080 0.182 0.048 0.070 0.237 0.118 0.045 0.197 0.047 0.043 0.169 0.275 0.252 0.243
0.444 0.007 0.471 0.379 0.519 0.668 0.709 0.861 0.867 0.614 0.473 0.719 0.773 0.847 0.764 0.751 0.764 0.714 0.952 0.554 0.532 0.602 0.652 0.638 0.832 0.706 0.818 0.898 0.164 1.276 1.264 0.886 0.603 1.183 0.989 0.957 0.475 0.419 0.422 0.821 0.901 0.814 0.353 0.388 0.342 0.896 0.906 0.553 0.396 0.539 0.399 0.393 0.489 0.004 0.488 0.389 0.395 0.414 0.008 0.603 1.207 0.717 0.874 0.894 0.570 0.653 1.441 0.966 0.718 0.217 2.079 0.689 0.556 0.002 0.564 0.584 0.438 0.353 0.579 0.546
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 35 of 65
J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-444 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-558 J-559 J-560 J-561 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59
22.86 15.93 17.78 24.33 36.55 28.13 0.85 17.78 13.75 18.85 14.76 18.47 32.91 38.55 38.01 36.01 20.02 23.38 31.92 4.04 23.83 10.05 16.35 9.12 13.26 7.87 6.69 7.07 10.67 9.52 8.40 13.65 15.53 15.92 8.63 36.52 12.03 6.89 17.53 20.59 13.02 14.20 7.02 20.18 15.60 15.20 18.38 30.72 19.51 43.67 21.61 19.46 35.97 30.24 3.30 5.76 9.96 2.86 4.39 0.00 5.83 8.72 0.00 14.20 11.80 1.32 3.28 12.20 11.73 10.51 4.16 0.00 0.94 0.01 5.02 19.44 8.89 5.42 16.37 19.34
6.35 5.34 7.36 10.52 4.79 6.57 4.58 24.65 18.04 10.60 13.82 9.80 10.67 36.59 31.14 30.55 77.33 18.75 12.36 58.82 70.04 72.81 66.67 46.67 34.40 28.59 15.74 10.41 22.73 15.17 17.73 14.47 7.82 15.84 15.15 8.75 17.77 7.01 27.61 8.91 8.23 8.26 9.47 30.88 8.53 6.35 2.07 5.18 8.67 100.48 76.02 15.13 6.69 8.33 30.45 23.00 11.03 15.80 15.21 5.90 17.84 10.98 53.44 32.37 13.03 63.26 6.78 10.59 7.95 19.80 42.70 34.88 3.60 1.90 4.68 24.07 3.61 24.72 4.48 46.20
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3 0 3 2 2 1 2 2 3 3 3 3 2 2 1 1 0 0 2 3 0 0 2 2 1 2 0 3 3 1 1 2 0 1 2 2 2 2 3 2 3 2 2 2 2 3 2 2 0 0 2 2 2 3 2 2 2 2 1 3 1 2 0 3 3 3 2 2 2 3 2 0 1 2 1 2 1 2 2 2
02:35 08:59 04:51 12:08 12:21 10:34 13:33 20:57 01:18 03:57 03:46 03:57 05:13 07:48 04:54 05:00 06:25 12:49 16:43 04:11 06:25 10:11 05:29 05:55 22:39 01:30 15:56 04:22 04:54 22:29 19:27 05:13 10:12 08:19 18:25 12:10 22:44 23:34 04:59 06:37 00:06 12:01 12:01 13:23 12:04 00:41 11:12 12:14 06:11 06:19 06:47 11:14 12:01 05:27 17:07 16:50 14:06 04:49 16:22 05:07 13:32 00:12 00:00 01:31 03:26 02:00 14:29 14:30 13:11 02:02 18:32 00:00 21:44 09:15 19:00 10:49 19:00 09:16 10:21 10:42
0.160 0.061 0.089 0.323 0.427 0.202 0.005 0.978 0.236 0.137 0.150 0.118 0.312 2.041 1.488 1.398 1.344 0.366 1.164 0.323 1.903 1.593 2.606 0.763 1.100 0.433 0.287 0.171 0.466 0.296 0.222 0.315 0.262 0.569 0.301 0.744 0.268 0.075 0.578 0.513 0.122 0.137 0.106 1.332 0.103 0.080 0.039 0.290 0.088 4.081 1.139 0.638 0.600 0.633 0.295 0.344 0.383 0.132 0.172 0.000 0.180 0.298 0.001 0.292 0.144 0.181 0.048 0.196 0.168 0.530 0.517 0.000 0.016 0.000 0.074 0.261 0.086 0.183 0.268 0.317
0.403 0.207 0.679 1.077 0.679 0.507 0.004 3.198 0.192 0.482 0.291 0.483 1.750 1.751 2.127 2.137 0.466 1.922 0.068 0.221 1.305 0.658 0.901 0.306 0.124 0.026 0.060 0.060 0.435 0.021 0.009 0.101 0.018 0.014 0.026 0.777 0.426 0.078 1.001 0.023 0.479 0.960 0.064 0.331 0.743 0.557 1.666 1.746 1.869 2.807 1.922 2.121 2.382 0.058 0.219 0.029 0.030 0.007 0.001 0.001 0.002 0.016 0.023 0.309 0.107 0.079 0.012 0.023 0.042 0.207 0.001 0.012 0.002 0.000 0.002 2.363 0.003 0.438 0.147 2.179
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 36 of 65
J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC
0.20 2.06 3.45 1.05 19.99 11.79 11.46 0.62 2.08 7.66 6.25 7.41 19.61 13.12 13.75 23.07 18.02 15.00 17.87 18.36 16.76 22.39 18.78 20.35 17.15 23.79 10.16 17.98 17.14 15.10 16.71 17.86 22.43 22.43 17.69 17.73 21.03 0.00 15.85 21.45 17.96 8.48 5.52 5.89 6.08 6.06 0.00 12.11 18.04 17.23 1.42 0.09 5.41 11.94 13.96 3.69 3.64 1.80 16.35 0.98 1.63 1.77 17.26 3.39 4.64 47.55 17.25 23.79 19.14 19.89 19.09 19.67 18.61 28.46 16.22 26.98 24.80 27.91 28.03 18.48
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
33.20 2.32 10.74 9.77 5.72 4.80 5.57 5.32 5.12 5.35 5.68 6.00 13.80 3.77 3.58 2.64 13.24 27.13 5.36 4.58 7.39 3.24 11.48 7.77 4.39 4.35 30.06 11.46 10.60 30.68 7.51 8.91 8.29 9.37 11.46 4.25 11.52 2.19 34.58 9.81 3.80 4.96 2.73 2.71 4.53 5.23 2.04 4.21 9.66 4.00 3.52 4.48 4.88 4.22 3.04 3.58 4.68 3.42 9.76 2.98 15.41 11.24 5.17 33.52 25.92 12.05 4.08 2.84 5.87 5.99 14.79 41.08 38.65 10.22 28.84 13.30 58.48 6.89 22.70 60.55
1 2 2 3 2 0 0 1 0 2 2 1 2 1 1 2 3 3 1 2 3 2 3 3 3 2 3 3 3 3 2 3 2 2 3 2 0 3 3 0 3 2 2 2 2 2 2 1 3 0 1 2 1 2 1 2 2 3 3 2 2 2 3 3 3 1 3 2 2 2 2 3 2 0 3 0 0 2 2 3
20:27 10:12 15:21 03:27 11:18 21:09 20:59 19:25 20:39 10:50 12:32 08:49 11:12 21:06 20:17 11:30 04:02 04:44 22:17 10:21 04:07 09:22 05:00 05:45 03:14 09:16 04:12 03:09 03:02 03:39 07:39 03:07 05:19 00:14 01:56 11:23 21:48 04:34 04:03 19:28 04:03 12:15 17:30 17:51 19:21 18:50 19:21 22:56 03:55 19:21 08:00 08:06 16:19 04:01 22:51 15:28 13:52 02:28 03:36 15:21 13:51 13:48 03:52 02:27 02:26 14:36 04:55 11:21 11:34 09:06 11:38 03:59 07:16 06:01 03:24 12:26 06:13 09:22 12:16 03:38
0.025 0.010 0.148 0.043 0.087 0.148 0.165 0.018 0.023 0.132 0.099 0.112 0.167 0.120 0.125 0.073 0.106 0.278 0.048 0.138 0.133 0.072 0.159 0.119 0.048 0.152 0.100 0.100 0.176 0.094 0.099 0.129 0.368 0.298 0.156 0.066 0.228 0.000 0.289 0.257 0.049 0.085 0.016 0.020 0.034 0.069 0.000 0.205 0.219 0.255 0.023 0.001 0.057 0.125 0.101 0.042 0.042 0.009 0.049 0.006 0.014 0.055 0.052 0.130 0.161 1.044 0.091 0.098 0.059 0.088 0.162 0.333 0.161 0.315 0.375 0.471 0.833 0.184 1.007 0.227
0.002 0.200 0.457 0.009 2.204 0.061 0.122 0.003 0.006 0.081 0.013 0.008 2.131 0.287 0.199 0.981 0.687 0.387 0.626 0.599 0.747 0.719 0.836 1.087 0.744 1.041 0.253 0.634 0.564 0.529 0.345 0.597 0.547 0.578 0.385 0.684 0.635 0.000 0.741 0.733 0.684 0.750 0.003 0.009 0.009 0.017 0.005 0.004 0.472 0.001 0.001 0.000 0.003 0.004 0.000 0.153 0.109 0.011 0.736 0.011 0.144 0.164 0.741 0.552 1.468 6.732 0.757 1.918 1.561 2.153 2.166 1.519 1.517 1.457 0.487 1.359 1.424 1.438 1.555 1.423
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J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-87 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24
9.02 19.21 14.79 12.47 18.32 3.28 2.98 2.12 17.96 0.98 1.15 1.09 0.94 0.53 0.00 0.43 0.65 0.75 0.73 0.65 0.63 2.64 2.61 0.56 0.86 2.41 17.15 4.73 5.64 5.52 4.74 5.79 5.99 6.34 5.55 17.80 6.63 7.27 6.66 17.39 6.63 6.29 4.05 0.00 17.78 4.32 4.15 2.17 0.71 1.27 18.21 1.98 17.49 24.45 0.47 23.88 21.39 4.25 19.51 20.01 19.85 19.53 21.10 21.25 18.56 17.16 0.00 0.00 0.05 4.77 0.00 18.56 7.63 7.70 10.88 45.18 13.13 23.10 17.72 0.72
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
9.06 13.60 8.27 17.35 9.07 12.02 3.21 2.54 26.38 6.83 3.93 5.88 5.67 3.24 12.61 1.47 2.12 2.05 3.82 3.87 2.45 3.30 4.91 3.09 4.81 15.87 7.07 10.61 6.75 5.56 17.62 9.64 4.59 4.28 4.31 8.49 3.48 5.12 4.58 20.12 5.02 4.69 2.84 25.44 9.70 4.71 7.71 5.70 6.38 8.16 4.88 5.49 4.83 11.47 12.28 7.86 9.56 27.51 4.79 4.10 5.69 6.10 4.52 4.71 19.36 23.28 3.08 4.05 13.92 10.22 28.01 21.39 11.03 11.04 15.24 58.14 6.64 12.28 4.13 27.08
2 2 2 1 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 3 2 2 2 2 2 3 0 2 1 2 0 2 3 2 2 2 2 2 2 2 3 0 0 1 1 0 2 2 0 2 0 2 3 2 3
16:56 10:56 12:16 11:22 05:55 12:02 11:58 06:37 11:15 05:18 00:13 18:21 18:21 18:04 22:57 12:36 12:36 11:54 11:54 11:59 11:54 12:50 12:50 11:51 14:15 04:41 03:40 11:31 07:32 15:21 12:30 12:31 11:37 18:03 20:08 04:55 12:15 12:12 10:40 04:37 18:49 09:12 17:57 22:57 04:45 14:50 12:15 17:58 12:38 13:42 04:38 08:06 10:23 17:33 00:41 18:45 18:13 03:49 11:38 11:23 11:38 11:40 11:18 10:47 11:26 04:53 00:00 00:00 18:08 18:08 00:00 10:44 18:23 10:58 08:28 06:19 11:41 04:52 11:46 03:35
0.214 0.098 0.026 0.310 0.252 0.104 0.015 0.012 0.434 0.006 0.018 0.008 0.005 0.002 0.000 0.001 0.002 0.009 0.003 0.002 0.003 0.007 0.006 0.003 0.018 0.080 0.144 0.062 0.063 0.042 0.084 0.090 0.022 0.087 0.014 0.072 0.077 0.113 0.018 0.377 0.063 0.050 0.028 0.000 0.057 0.027 0.092 0.022 0.022 0.036 0.064 0.045 0.057 0.488 0.031 0.472 0.409 0.352 0.055 0.053 0.035 0.042 0.052 0.071 0.260 0.515 0.000 0.000 0.003 0.109 0.000 0.214 0.219 0.272 0.459 5.749 0.028 0.548 0.057 0.114
0.450 1.296 0.906 0.004 0.440 0.533 0.427 0.271 1.389 0.038 0.042 0.007 0.009 0.005 0.000 0.002 0.006 0.068 0.015 0.016 0.029 0.024 0.037 0.003 0.003 0.015 0.770 0.022 0.120 0.085 0.054 0.293 0.246 0.395 0.211 1.013 0.346 0.443 0.222 1.012 0.263 0.183 0.062 0.000 1.011 0.083 0.213 0.012 0.005 0.008 1.091 0.000 1.051 0.396 0.002 0.030 0.108 0.261 1.310 1.230 1.155 1.041 1.344 1.390 1.123 0.473 0.000 0.000 0.001 0.001 0.005 0.883 0.005 0.030 0.036 2.850 0.475 2.881 1.438 0.049
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 38 of 65
JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
2.41 2.04 21.84 22.92 21.18
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
47.09 39.64 36.49 54.67 11.92
2 2 3 0 1
15:00 14:47 05:28 00:00 17:51
0.064 0.078 0.404 2.419 0.145
0.391 0.389 2.786 1.160 0.799
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 39 of 65
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.141 30.69 0.0 0.0 1.523 41 2 12:45 16.00
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 100.00 3.08 12.23 6.524 J-263 69.04 1.11 5.35 1.971 J-279 31.05 2.01 3.74 1.557 J-33A 44.56 1.46 2.82 1.743 J-386 22.40 1.50 1.70 0.918 J-442 99.99 4.22 12.64 9.775 J-561A 100.00 8.38 65.98 18.127 J-567A 17.91 2.68 2.82 1.352 J-582 97.97 1.07 5.00 2.460 J-605 99.24 1.29 6.83 2.594 J-671 99.92 2.40 6.92 5.432 J-694 98.84 0.21 9.20 0.436 J-703 100.00 2.79 11.93 5.807 J-909 96.13 0.19 4.41 0.424 J-911 96.90 0.37 7.94 0.857 J-913 92.08 0.00 11.11 0.005 J-919 99.13 1.12 11.87 2.211 J-920A 100.00 8.25 60.37 16.982 J-963A 78.97 0.09 8.11 0.179 J575A 96.29 0.83 61.46 1.822 OFALL-10 40.32 2.83 4.62 2.977 OFALL-12 25.82 2.09 2.84 1.495 OFALL-14 57.36 0.77 1.41 1.066 OFALL-16 80.50 1.73 3.85 3.270 OFALL-18 30.14 1.43 2.06 1.160 OFALL-20 42.07 0.85 1.44 0.930 OFALL-22 14.10 1.84 1.95 0.690 OFALL-24 0.00 0.00 0.00 0.000 OFALL-26 52.39 1.45 2.27 1.835 OFALL-28 22.80 3.25 3.79 2.047 OFALL-30 68.11 0.94 1.90 1.529 OFALL-32 43.17 1.28 2.27 1.429 OFALL-34 23.12 0.57 0.63 0.362 OFALL-36 30.46 0.95 1.21 0.760 OFALL-38 95.69 0.29 1.28 0.652 OFALL-40 97.63 0.84 1.28 1.674 OFALL-42 95.33 0.79 1.28 1.548 OFALL-44 100.00 3.14 3.30 6.616 OFALL-46 46.66 0.56 1.90 0.595
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 40 of 65
OFALL-48 52.16 0.67 2.84 0.790 OFALL-50 74.52 0.38 1.28 0.637 OFALL-52 71.49 1.18 1.28 1.760 OFALL-54 77.60 0.77 2.84 1.223 OFALL-66 93.41 2.17 3.79 4.573 WELL-2E 35.65 5.51 55.58 4.446 WELL-3 95.30 0.70 4.88 1.556 WELL-4 95.43 2.01 13.54 4.514 WELL-W-ENID-DR 95.64 2.68 3.79 5.474 ----------------------------------------------------------System 68.69 84.71 267.90 136.784
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.88 0 00:01 4.87 0 00:01 1.01 5.73 0 00:01 1.00 0 00:01 0.42 C-WELL4E CONDUIT 13.54 0 00:01 13.27 0 00:01 0.39 5.57 0 00:01 0.98 2 12:15 0.94 CDT-101 CONDUIT 20.50 2 10:36 17.24 2 10:28 4.01 2.90 2 10:36 1.00 2 07:42 3.00 CDT-103 CONDUIT 22.37 2 10:19 12.44 2 10:52 4.38 3.16 2 10:19 1.00 2 07:40 3.00 CDT-105 CONDUIT 21.96 2 10:44 11.99 2 11:11 4.30 3.11 2 10:44 1.00 2 07:43 3.00 CDT-107 CONDUIT 16.96 2 10:20 9.06 2 11:39 3.32 2.40 2 10:20 1.00 2 08:34 3.00 CDT-109 CONDUIT 19.78 2 10:36 15.74 0 12:03 3.87 2.80 2 10:36 1.00 0 05:38 3.00 CDT-11 CONDUIT 3.96 2 11:05 3.58 2 12:44 1.43 4.44 2 11:05 1.00 0 06:04 1.07 CDT-111 CONDUIT 25.46 2 07:31 14.68 3 05:44 4.98 3.60 2 07:31 1.00 0 05:39 3.00 CDT-113 CONDUIT 12.57 2 10:36 7.87 3 04:58 2.46 1.78 2 10:36 1.00 2 08:33 3.00 CDT-115 CONDUIT 27.14 2 10:33 16.71 2 11:01 2.47 2.16 2 10:33 1.00 2 06:21 4.00 CDT-121 CONDUIT 55.58 0 00:00 23.45 2 12:15 0.14 9.19 0 00:00 1.00 0 00:00 1.71 CDT-123 CONDUIT 24.68 3 01:22 14.64 3 04:43 4.83 7.52 0 06:32 1.00 0 11:09 3.00 CDT-125 CONDUIT 24.61 3 04:45 13.84 3 04:35 2.24 1.96 3 04:45 1.00 0 15:24 4.00 CDT-171 CONDUIT 17.87 0 13:06 16.38 1 05:06 0.18 2.15 0 00:28 1.00 0 06:13 4.00 CDT-173 CONDUIT 11.74 2 09:42 9.74 2 09:43 0.75 11.53 1 08:43 0.82 2 12:29 4.00 CDT-175 CONDUIT 4.60 2 11:53 4.13 2 11:55 0.30 5.44 0 08:20 0.86 2 12:15 4.00 CDT-177 CONDUIT 9.34 0 07:14 7.89 1 07:02 0.60 1.00 1 14:56 1.00 1 08:47 4.00 CDT-179 CONDUIT 8.54 2 15:21 4.83 0 23:29 0.55 0.68 2 15:21 1.00 0 09:15 4.00 CDT-181 CONDUIT 2.54 2 12:57 2.53 2 12:59 0.16 0.92 0 06:40 1.00 0 07:50 3.99 CDT-183 CONDUIT 26.25 2 09:16 13.66 2 09:49 1.69 2.09 2 09:16 1.00 0 07:03 4.00 CDT-185 CONDUIT 2.56 2 09:09 1.09 0 07:57 0.16 0.92 0 06:40 1.00 0 07:50 3.99 CDT-187 CONDUIT 18.36 1 20:27 14.61 2 09:49 1.18 1.46 1 20:27 1.00 0 06:38 4.00 CDT-189 CONDUIT 18.36 1 20:27 14.61 2 09:49 1.18 1.46 1 20:27 1.00 0 06:38 4.00 CDT-191 CONDUIT 8.54 2 15:21 4.83 0 23:29 0.55 0.68 2 15:21 1.00 0 09:15 4.00 CDT-193 CONDUIT 26.28 3 05:25 16.20 3 05:14 1.69 2.09 3 05:25 1.00 2 06:46 4.00 CDT-195 CONDUIT 18.29 3 04:32 16.38 3 04:12 1.18 3.03 0 00:01 1.00 0 05:17 3.99 CDT-197 CONDUIT 33.37 3 03:39 24.50 3 04:01 2.14 2.66 3 03:39 1.00 2 09:12 4.00 CDT-199 CONDUIT 26.38 3 03:14 19.78 2 11:58 1.70 2.10 3 03:14 1.00 2 10:41 4.00 CDT-201 CONDUIT 25.43 3 03:41 20.35 3 03:41 1.63 2.02 3 03:41 1.00 2 10:16 4.00 CDT-205 CONDUIT 9.38 3 03:15 7.38 3 02:41 0.01 0.87 3 03:15 0.90 2 15:19 4.00 CDT-207 CONDUIT 32.52 3 02:53 21.69 3 01:07 2.09 2.59 3 02:53 1.00 2 09:51 4.00 CDT-209 CONDUIT 24.86 2 18:32 14.41 2 14:06 1.60 1.98 2 18:32 1.00 0 20:59 4.00 CDT-211 CONDUIT 23.08 2 18:32 16.38 2 14:06 1.48 1.84 2 18:32 1.00 0 20:59 4.00 CDT-213 CONDUIT 25.92 2 11:40 15.49 1 17:09 1.67 2.06 2 11:40 1.00 0 18:30 4.00 CDT-215 CONDUIT 11.46 2 21:21 11.37 2 21:21 0.01 1.01 2 21:21 0.97 2 13:23 4.00 CDT-217 CONDUIT 9.52 3 04:13 7.40 2 11:55 0.01 0.98 3 05:06 0.90 2 14:12 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 41 of 65
CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
8.63 27.03 24.37 20.60 31.31 20.88 23.38 22.30 11.73 6.15 26.67 20.92 7.67 7.37 26.24 23.15 18.15 25.63 25.29 25.29 26.27 36.20 17.64 23.02 23.02 16.43 21.92 30.37 20.63 27.63 9.22 10.57 31.99 18.10 8.86 31.02 33.43 34.77 27.27 22.28 15.69 12.21 108.81 31.45 14.42 2.44 24.98 16.55 20.18 15.67 8.11 65.98 61.46 60.37 13.00 12.44 3.39 6.74 4.35 7.10 5.07
2 2 3 3 3 3 3 2 3 3 2 3 2 2 3 2 3 3 2 2 3 3 2 3 3 3 3 0 3 3 3 3 2 3 3 3 1 3 0 2 3 1 0 3 2 2 2 2 2 2 0 0 0 0 3 3 0 2 2 2 2
11:56 23:34 04:04 00:59 04:12 05:48 04:30 09:03 05:02 04:43 10:46 05:48 12:14 11:15 04:44 11:26 01:23 04:09 10:42 10:42 03:44 00:22 11:50 02:27 02:27 03:06 03:54 10:42 04:42 02:40 04:12 03:04 11:15 04:12 03:42 02:15 20:05 02:20 12:39 10:44 01:33 17:52 06:19 04:11 12:17 20:30 10:32 11:41 10:12 07:27 00:00 00:00 00:00 00:00 03:28 05:55 23:37 15:12 12:11 13:49 12:11
7.51 12.30 17.64 14.06 22.61 15.09 15.10 15.80 10.71 6.09 18.02 15.09 7.48 5.78 17.30 15.47 11.56 15.10 13.74 13.74 19.39 24.38 14.85 20.80 20.80 10.55 11.47 21.20 13.62 13.76 8.86 6.76 18.77 16.67 3.50 13.26 25.14 20.88 21.86 14.85 8.90 8.84 65.30 29.42 14.30 2.17 13.61 12.14 16.17 8.43 3.01 21.33 9.53 13.35 11.26 8.42 2.80 6.05 3.99 6.40 3.98
3 2 3 3 3 3 3 2 3 3 2 3 2 2 3 2 2 3 2 2 3 3 2 2 2 2 3 3 2 2 0 3 3 3 3 3 0 2 2 2 2 1 0 2 2 2 2 2 3 2 2 2 2 2 2 3 1 2 2 2 2
04:00 23:29 04:12 01:15 04:37 05:48 05:48 09:17 05:28 05:43 10:21 05:48 12:18 11:38 05:29 11:27 11:39 04:37 10:27 10:27 03:41 03:40 11:54 00:40 00:40 12:05 02:43 04:12 11:33 11:53 09:27 02:37 05:08 04:12 04:21 02:02 14:52 23:27 07:52 10:01 09:50 20:16 06:14 10:05 12:14 12:46 07:55 11:42 03:41 08:12 12:56 12:14 12:16 09:40 12:15 05:10 22:56 14:19 12:14 13:37 12:14
0.01 1.74 1.57 1.32 2.01 1.34 1.50 1.43 0.01 0.01 1.71 1.34 0.01 0.01 1.69 1.49 1.17 1.65 1.63 1.63 1.69 2.33 1.13 1.48 1.48 1.06 1.41 1.95 1.33 1.78 0.01 0.01 2.06 1.16 0.57 1.99 2.15 2.23 1.75 1.43 6.40 18.28 6.99 1.15 1.13 0.48 4.89 3.24 3.95 3.07 23.33 20.28 18.89 18.55 1.82 13.98 19.11 25.97 23.30 35.41 38.99
0.84 2.15 1.94 1.64 2.49 1.66 1.86 1.77 1.17 0.87 2.12 1.66 0.90 0.90 2.09 1.84 1.44 2.04 2.01 2.01 2.09 2.88 1.40 2.04 2.04 1.31 1.74 2.42 1.64 5.45 1.38 1.05 2.55 1.44 0.71 2.47 2.66 2.77 2.25 1.77 4.99 3.89 8.66 4.45 5.40 0.35 3.54 2.34 2.85 2.22 8.07 14.66 13.80 13.47 4.14 2.75 2.47 4.83 3.63 5.09 9.30
2 2 3 3 3 3 3 2 3 2 2 3 2 2 3 2 3 3 2 2 3 3 2 1 1 3 3 0 3 0 0 3 2 3 3 3 1 3 0 2 3 1 0 3 2 2 0 2 2 2 0 0 0 0 3 3 0 2 0 2 2
11:56 23:34 04:04 00:59 04:12 05:48 04:30 09:03 05:50 10:20 10:46 05:48 11:15 11:15 04:44 11:26 01:23 04:09 10:42 10:42 03:44 00:22 11:50 00:39 00:39 03:06 03:54 10:42 04:42 03:48 09:27 03:04 11:15 04:12 03:42 02:15 20:05 02:20 01:04 10:44 01:33 17:52 06:19 04:11 12:17 20:30 15:40 11:41 10:12 07:27 00:00 00:00 00:00 00:00 03:28 05:55 00:03 15:12 00:02 13:49 12:11
0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 1.00 0.91 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 0 2 2 2 2 2 2 2 2 0 2 0 2 0 0 0 0 2 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0
14:09 09:57 10:40 09:49 10:23 09:05 09:05 09:03 16:31 16:31 08:27 09:05 16:30 16:35 09:04 09:01 09:31 10:28 08:25 08:25 09:39 09:04 10:57 00:25 00:25 11:58 11:14 08:23 09:29 11:09 13:33 14:13 09:39 10:57 10:55 10:35 06:05 11:13 05:39 09:00 05:14 17:08 06:06 05:56 12:17 15:27 02:18 07:34 07:34 08:08 00:00 00:00 00:00 00:00 06:17 07:36 00:04 00:02 00:04 00:02 00:01
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 1.93 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 0.94 0.94 0.94 0.78 2.40 1.33 1.33 1.27 1.19 0.33
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U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
10.26 12.23 18.61 9.92 14.30 8.97 6.80 5.26 3.58 5.44 4.71 8.03 6.78 4.16 3.76 3.16 2.98 3.93 3.18 3.88 6.01 3.73 4.58 5.25 3.42 2.79 2.99 2.97 19.79 2.70 3.95 4.26 7.62 5.93 9.83 11.53 11.23 7.04 8.37 7.59 6.95 19.23 18.08 3.20 14.05 23.22 31.39 14.76 6.45 8.57 5.11 5.29 4.10 4.37 3.74 5.35 23.61 12.38 5.69 4.87 18.74
2 2 3 1 3 2 3 2 2 3 2 3 3 3 1 1 2 2 2 2 2 2 2 3 2 1 3 3 2 2 3 2 2 3 2 3 2 1 2 1 1 1 1 3 1 1 0 0 1 1 1 1 3 3 2 3 1 1 2 1 1
12:11 12:13 05:37 02:06 04:39 12:15 05:00 09:35 11:50 03:55 11:29 03:55 04:39 03:57 17:08 22:53 05:16 12:02 12:25 10:36 10:19 07:14 09:29 03:51 04:35 19:13 01:20 01:20 11:59 10:23 00:35 10:36 08:31 04:13 08:31 04:53 05:59 23:29 04:07 22:26 22:26 14:08 16:21 04:50 10:38 17:07 22:54 16:30 01:10 09:08 17:25 09:10 00:20 00:20 13:39 04:29 16:40 18:18 00:24 23:31 16:33
8.86 11.60 16.16 7.45 9.93 8.97 6.37 2.80 2.79 3.89 3.09 4.58 6.41 3.48 2.59 2.66 2.44 3.69 3.18 3.03 4.74 2.91 3.63 4.98 3.14 2.79 2.20 2.48 14.37 2.01 3.47 3.92 6.19 4.26 6.56 9.95 9.82 6.26 6.75 6.75 6.73 13.02 13.47 3.04 11.99 21.48 26.74 13.27 5.27 7.62 4.65 4.06 3.81 3.94 3.74 4.42 23.61 8.82 3.82 3.23 10.07
2 2 3 1 3 2 3 2 2 0 2 3 3 3 1 2 1 2 2 1 2 2 2 3 2 1 1 3 3 2 3 2 2 3 2 1 1 2 1 1 1 1 1 3 1 1 1 0 2 1 0 3 2 2 2 3 1 2 1 2 1
12:12 12:15 05:44 21:30 04:58 12:15 05:00 11:57 11:54 06:22 11:51 03:56 04:37 03:58 21:20 02:55 19:49 12:08 12:25 20:24 06:42 07:38 07:33 03:19 00:52 19:13 22:44 01:01 03:28 07:53 00:29 10:22 08:32 03:41 07:11 20:54 16:17 02:55 23:30 23:30 22:26 15:00 17:27 04:10 10:39 22:38 18:53 16:30 01:31 12:00 21:34 00:08 05:09 15:33 13:39 05:42 16:40 03:55 10:31 04:34 21:19
20.28 2.10 10.54 15.83 18.65 76.15 27.49 17.42 13.40 11.50 9.03 18.95 24.05 31.55 24.17 20.81 24.31 1.31 24.12 16.73 13.47 26.31 16.63 19.13 15.85 25.97 20.10 23.69 0.27 21.99 31.47 28.22 17.53 17.44 39.20 26.17 66.70 47.61 24.18 25.15 47.99 22.87 24.31 22.94 32.58 32.92 33.22 58.14 18.35 44.48 23.18 20.34 28.34 20.93 0.07 28.75 41.21 25.65 26.21 36.62 13.37
5.80 6.08 5.92 4.93 7.11 8.00 3.38 4.65 1.78 2.71 2.07 7.10 3.37 3.67 3.32 2.79 2.64 3.47 2.81 3.43 5.32 3.30 4.05 2.61 1.94 2.94 2.64 2.63 2.80 2.39 3.50 3.76 4.04 5.25 5.06 5.97 9.93 6.23 7.40 6.71 6.15 9.56 8.99 2.83 7.08 7.39 9.99 13.05 5.70 7.57 4.52 4.68 3.63 3.56 1.58 4.73 7.52 10.95 5.03 4.31 5.97
2 2 3 1 3 2 3 2 2 3 0 3 3 3 1 1 2 2 2 2 2 2 2 3 2 1 3 3 2 2 3 2 2 3 2 2 2 1 2 1 1 1 1 3 1 1 0 0 1 1 1 1 3 3 2 3 1 1 2 1 1
12:11 12:13 05:37 02:06 04:39 12:15 05:00 09:35 11:50 03:55 15:01 03:55 04:39 03:57 17:08 22:53 05:16 12:02 12:25 10:36 10:19 07:14 09:29 03:51 04:35 19:13 01:20 01:20 11:59 10:23 00:35 10:36 08:31 04:13 08:31 07:49 05:59 23:29 04:07 22:26 22:26 14:08 16:21 04:50 10:38 17:07 22:54 16:30 01:10 09:08 17:25 09:10 00:20 00:20 13:39 04:29 16:40 18:18 00:24 23:31 16:33
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0
00:01 00:01 07:45 01:22 01:22 05:46 01:22 05:47 05:58 05:58 06:12 06:00 07:05 06:00 16:46 16:46 16:46 07:19 16:46 16:46 16:46 16:46 16:46 08:50 17:10 15:40 16:27 16:27 07:27 16:27 16:27 16:26 17:31 08:09 17:02 17:01 16:25 16:26 16:25 16:25 16:24 16:31 16:31 08:10 16:29 16:31 16:32 16:23 16:23 16:24 16:24 16:24 16:24 16:29 13:39 08:13 16:08 12:20 16:25 16:25 17:07
1.44 0.63 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00
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U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
10.54 6.75 9.24 11.06 6.58 8.37 4.97 4.23 3.82 8.76 5.25 3.19 8.89 31.32 10.48 3.68 4.46 3.31 5.35 5.35 2.57 2.89 3.60 2.97 6.11 2.65 3.78 3.33 2.97 3.45 2.81 3.35 4.23 7.01 5.30 8.27 6.69 6.38 6.93 2.71 3.05 4.22 5.08 3.84 3.63 5.50 4.36 4.49 6.56 6.18 8.01 16.24 14.47 6.36 10.32 3.12 12.19 4.22 3.75 8.14 3.72
1 1 1 1 2 3 3 3 3 3 3 3 2 0 1 2 1 2 2 2 2 2 0 1 3 3 3 3 2 3 2 3 2 3 3 2 3 3 3 3 3 3 3 3 2 2 2 2 3 0 1 1 1 2 3 3 1 3 3 3 3
22:03 18:53 17:25 22:04 05:12 02:31 04:29 02:31 05:43 05:38 05:49 05:36 11:15 15:45 18:53 12:01 17:51 10:27 13:57 13:58 13:24 20:25 15:46 15:27 05:41 04:10 04:40 04:55 10:28 05:09 11:56 04:53 10:28 03:40 05:16 10:11 04:55 04:43 03:29 04:41 03:41 04:55 05:04 04:29 01:40 06:22 09:58 11:40 03:43 11:14 12:22 22:45 22:45 11:25 01:50 05:22 23:02 04:53 04:48 04:06 04:26
8.93 4.96 7.15 9.30 6.13 5.78 4.38 3.25 3.52 6.22 3.16 2.81 5.69 14.17 4.74 3.38 4.37 2.57 5.35 5.35 2.57 2.62 2.90 2.59 3.79 2.34 2.78 2.73 2.43 2.83 2.79 2.56 3.85 5.41 4.52 6.83 6.56 3.78 3.81 2.34 2.61 3.04 3.67 3.19 3.17 4.92 3.87 3.94 5.52 6.03 7.68 14.13 13.70 4.29 6.30 1.92 11.33 3.44 3.10 4.40 3.06
2 2 1 1 1 3 3 3 3 3 3 3 2 0 1 2 1 2 2 2 2 1 0 0 3 3 3 3 3 3 2 3 3 3 3 3 3 0 3 3 3 1 3 2 3 2 3 3 1 1 2 1 1 3 1 2 1 3 3 2 3
03:55 03:55 17:09 23:30 23:59 02:36 03:45 02:33 05:44 04:59 03:06 04:35 07:09 15:40 01:27 12:03 18:54 13:25 13:57 13:57 13:25 22:48 15:43 23:57 03:58 04:10 04:02 05:00 05:18 05:09 11:56 05:01 04:23 03:41 05:12 04:55 04:55 10:17 05:02 04:49 03:39 10:55 05:05 11:10 04:21 09:09 04:27 04:48 19:54 08:19 05:36 22:45 20:21 04:58 22:03 12:38 19:54 04:47 05:02 09:34 03:55
1.34 56.21 21.68 45.98 52.63 9.15 39.55 26.92 23.15 17.10 18.64 38.10 20.39 13.31 37.23 27.29 61.44 5.30 18.24 0.70 0.23 19.82 21.07 20.33 18.77 19.46 19.62 33.74 26.21 30.28 19.77 22.00 26.96 20.03 38.23 24.46 21.27 19.13 17.74 55.93 23.45 17.21 35.22 33.58 21.09 23.02 15.31 15.66 25.17 22.97 18.77 0.83 1.37 20.43 0.44 29.22 45.14 38.84 1.50 20.90 35.26
5.24 5.97 2.94 5.50 5.82 4.16 4.40 3.74 3.38 7.74 4.64 4.07 7.86 8.57 9.87 3.26 5.67 5.38 6.89 6.81 5.06 2.55 3.19 2.63 5.40 2.34 3.34 2.94 2.62 3.05 2.48 2.96 3.74 6.20 4.68 7.31 5.91 5.64 6.13 5.40 2.69 3.73 4.50 3.39 3.21 4.86 2.17 2.23 3.65 3.80 3.87 5.17 7.20 3.16 3.29 2.76 6.06 3.73 3.32 7.20 3.29
1 1 1 1 2 3 3 3 3 3 3 3 2 0 1 2 1 2 2 2 0 2 0 1 3 3 3 3 2 3 2 3 2 3 3 2 3 3 3 3 3 3 3 3 2 2 2 2 1 0 1 1 1 2 3 3 1 3 3 3 3
22:03 18:53 17:25 22:04 05:12 02:31 04:29 02:31 05:43 05:38 05:49 05:36 11:15 15:45 18:53 12:01 17:51 05:38 13:57 13:58 16:01 20:25 15:46 15:27 05:41 04:10 04:40 04:55 10:28 05:09 11:56 04:53 10:28 03:40 05:16 10:11 04:55 04:43 03:29 04:41 03:41 04:55 05:04 04:29 01:40 06:22 09:58 11:40 19:54 11:14 12:22 22:45 22:45 11:25 01:50 05:22 23:02 04:53 04:48 04:06 04:26
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 1.00 1.00 0.85 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:31 16:28 17:10 16:56 16:44 17:08 16:45 16:44 16:44 08:13 16:44 15:39 15:40 17:50 16:28 08:13 16:27 13:53 08:27 08:03 13:30 15:31 15:31 15:31 08:09 08:09 08:12 05:19 05:03 05:02 08:11 05:04 05:17 05:01 05:17 05:17 05:17 05:17 05:17 04:35 05:21 05:20 05:17 07:44 05:29 05:29 06:01 06:14 06:13 06:14 06:34 05:33 05:17 04:44 05:16 08:23 04:04 04:16 05:17 05:19 05:20
1.60 1.20 2.00 1.60 1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.00 1.20 2.40 1.20 1.20 1.00 1.40 1.00 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 44 of 65
U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.33 2.81 4.45 2.05 5.68 5.66 5.13 8.55 4.41 13.05 2.43 5.75 2.28 3.70 4.92 3.11 15.50 3.26 3.34 6.84 6.59 8.40 5.58 7.25 4.40 4.46 12.79 6.28 3.74 4.82 3.71 22.92 6.26 8.95 7.51 6.15 7.65 4.57 5.78 3.13 5.63 13.62 12.64 6.98 8.04 6.93 7.61 9.87 7.87 7.76 11.17 18.98 10.97 10.63 16.35 21.19 23.14 19.00 21.75 10.23 30.54
2 2 2 2 3 2 3 3 3 3 3 2 2 3 2 2 2 2 2 3 3 3 3 2 3 3 3 2 3 3 3 0 0 1 1 0 0 3 2 3 2 3 3 2 2 3 2 2 2 2 2 2 2 2 2 1 2 2 1 2 3
11:31 09:20 11:31 08:53 04:42 11:34 05:08 05:10 03:46 02:03 04:38 10:49 10:28 04:48 11:00 11:34 10:56 11:05 11:01 01:30 03:04 02:31 02:31 10:38 04:12 02:53 01:30 05:18 03:26 02:39 02:43 09:27 17:13 10:26 01:27 10:59 17:21 04:47 10:50 03:57 10:27 00:28 00:28 11:54 10:30 00:56 18:51 12:04 12:02 11:54 11:59 13:38 18:37 18:55 05:13 19:27 01:28 01:28 09:14 13:47 04:54
4.36 2.34 4.19 1.57 3.60 3.67 3.28 5.05 4.03 8.65 1.87 4.66 1.90 3.10 3.21 2.63 13.60 2.23 2.02 5.65 4.39 5.51 3.72 4.28 3.88 3.92 7.19 5.99 2.85 3.44 3.16 22.32 5.59 7.07 6.37 4.55 5.99 4.23 4.36 3.05 4.56 12.63 12.46 5.86 6.62 4.62 5.40 8.91 6.29 6.06 9.55 15.23 10.52 9.52 11.18 16.51 16.45 15.53 18.22 6.87 23.02
2 2 2 2 2 3 3 2 3 3 2 2 2 3 2 2 2 2 3 3 3 3 3 2 3 3 1 1 3 3 3 0 0 3 0 0 3 3 3 3 2 3 2 2 2 2 3 2 2 2 2 2 2 2 0 1 2 2 0 1 3
11:15 12:04 11:32 11:16 11:49 05:03 05:08 02:24 02:23 02:11 14:35 10:05 14:15 04:49 13:04 12:32 10:56 10:59 02:22 02:10 04:32 01:56 02:32 12:08 03:37 03:03 16:55 20:22 03:11 02:43 02:44 10:43 16:15 04:16 14:40 21:31 04:43 04:47 03:41 03:55 10:27 00:49 14:22 10:39 07:38 11:53 00:32 12:04 12:09 11:53 11:52 14:39 18:29 17:13 08:50 09:15 01:29 01:29 08:40 21:59 05:07
18.88 24.77 34.17 16.07 18.35 16.55 17.96 27.36 39.00 4.19 23.54 12.83 20.49 21.47 0.63 27.80 9.28 11.28 12.34 12.22 17.88 12.66 0.55 0.44 1.15 42.55 13.03 48.33 28.96 18.22 27.56 54.79 9.21 3.37 28.69 1.12 14.01 31.96 28.99 45.97 1.02 10.39 1.92 24.49 5.67 8.08 10.40 16.52 10.10 30.24 29.79 3.67 1.61 1.76 4.55 2.16 1.17 1.75 1.84 1.98 1.55
2.65 2.49 3.63 1.81 5.02 2.82 2.55 7.56 3.90 1.10 2.15 5.09 2.01 3.27 4.35 2.75 4.93 1.62 1.66 3.87 3.73 4.75 2.77 3.61 3.89 3.94 2.83 5.76 3.31 4.26 3.02 18.67 5.10 5.06 4.25 3.48 4.33 4.04 6.28 3.40 4.11 3.34 16.10 6.17 1.78 1.53 1.68 2.18 1.74 3.86 5.55 6.04 5.46 5.29 8.37 6.74 7.37 9.45 6.92 3.26 9.83
2 2 2 2 3 2 3 3 3 0 3 2 2 3 2 2 2 2 2 3 3 3 3 2 3 3 3 2 3 3 3 0 0 1 1 0 0 3 2 3 0 0 3 2 2 3 2 2 2 2 2 2 2 2 2 1 2 2 1 2 3
11:31 09:20 11:31 08:53 04:42 11:34 05:08 05:10 03:46 06:48 04:38 10:49 10:28 04:48 11:00 11:34 10:56 11:05 11:01 01:30 03:04 02:31 02:31 10:38 04:12 02:53 01:30 05:18 03:26 02:39 02:43 09:27 17:13 10:26 01:27 10:59 17:21 04:47 10:50 03:57 00:22 00:02 00:28 11:54 10:30 00:56 18:51 12:04 12:02 11:54 11:59 13:38 18:37 18:55 05:13 19:27 01:28 01:28 09:14 13:47 04:54
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0
05:35 08:28 05:18 01:32 01:32 05:26 05:27 04:16 07:07 15:24 05:23 08:28 05:23 04:14 05:21 05:23 07:20 06:09 06:09 04:50 05:58 05:58 06:09 06:09 05:21 04:56 18:27 02:36 04:44 04:44 04:52 07:14 07:14 07:22 07:21 08:42 00:22 00:22 00:21 00:21 11:56 00:09 00:01 23:37 19:54 19:54 19:55 19:55 19:54 02:21 04:49 04:38 05:31 05:41 05:46 05:46 05:17 05:21 05:46 04:43 05:46
1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20 4.00 1.20 1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.50 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.23 1.50 1.50 1.45 1.50 1.20 1.08 1.08 3.83 3.19 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 2.00 1.60 2.00 2.00 1.99
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 45 of 65
U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
23.71 27.30 46.70 69.92 58.98 126.16 18.27 18.46 19.47 49.28 4.62 2.81 4.17 4.27 11.17 7.64 8.69 28.60 32.02 19.17 17.96 13.92 2.08 34.66 29.11 20.33 15.84 22.92 34.41 15.51 7.92 12.53 33.11 4.89 21.58 10.49 12.20 6.26 3.74 2.55 10.82 7.60 12.83 5.00 4.08 2.85 4.50 4.57 2.10 11.03 4.92 5.56 8.83 5.17 2.47 4.43 4.34 2.89 3.60 5.67 5.96
2 0 0 0 3 2 1 1 0 1 2 2 3 0 0 1 3 2 2 2 2 3 2 0 2 2 2 2 2 3 3 1 0 2 3 3 3 2 2 2 2 3 2 3 2 2 2 2 2 0 2 3 2 3 2 2 2 2 2 2 2
01:28 08:38 17:27 10:11 04:10 06:02 04:42 18:21 12:49 18:51 13:43 10:15 04:17 06:08 06:11 17:47 00:29 14:31 21:58 09:46 09:35 04:36 10:33 22:06 16:23 14:31 16:53 14:31 16:22 03:57 03:42 06:42 06:12 12:22 01:31 02:02 04:03 14:29 14:06 12:36 12:20 02:47 08:46 01:02 13:33 10:24 09:42 10:21 11:29 00:00 09:29 00:09 11:17 01:03 10:12 15:24 11:39 10:11 15:25 15:15 14:14
22.76 25.19 39.28 67.10 58.21 108.46 17.22 18.37 18.77 47.92 4.39 2.00 4.17 4.13 9.47 6.50 7.65 26.19 25.54 16.80 16.82 8.92 1.37 32.14 25.22 14.44 13.11 18.62 27.49 11.95 7.23 10.14 32.07 4.87 18.23 9.79 7.91 5.68 3.33 2.55 9.17 7.14 9.69 4.95 3.98 2.47 3.92 3.99 2.01 9.53 3.08 4.30 7.55 3.83 1.72 3.15 3.38 2.50 2.89 4.47 4.91
1 0 0 2 3 2 0 0 0 1 2 2 3 0 1 1 3 2 2 1 0 3 3 0 2 0 3 2 2 3 3 0 1 2 3 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
04:33 17:28 14:02 10:13 04:11 11:45 14:32 17:08 13:28 22:25 16:34 10:02 04:17 06:08 23:09 15:50 02:17 14:32 16:51 20:57 08:23 03:51 06:00 21:06 17:35 21:06 01:18 13:16 13:38 05:21 04:40 07:39 04:55 12:22 03:02 03:26 15:26 14:04 14:04 12:37 12:13 02:47 08:54 00:23 13:34 14:46 10:17 09:39 12:58 12:16 10:37 23:56 11:33 10:45 13:37 14:15 11:49 10:48 13:29 14:47 14:47
2.95 5.30 3.61 2.95 1.02 2.16 1.70 0.77 3.38 1.13 4.85 12.56 48.86 47.21 3.18 0.88 10.35 1.46 20.18 11.95 18.33 0.36 21.46 1.13 29.67 0.79 0.79 7.92 0.40 5.68 1.59 29.35 0.60 0.76 12.73 0.15 31.66 24.16 26.29 16.16 0.32 23.87 2.22 54.92 1.31 0.78 20.38 0.82 32.25 32.54 0.11 0.12 22.58 0.74 0.79 33.91 17.04 20.90 29.12 39.66 19.72
7.55 8.84 10.37 9.89 9.58 10.42 9.08 9.25 5.25 15.69 5.01 3.05 6.45 5.45 3.69 3.80 2.77 9.10 7.08 6.61 4.84 3.08 2.26 11.03 6.44 6.62 5.04 7.30 4.28 1.92 5.67 4.55 2.64 4.90 4.40 15.34 8.74 3.54 3.31 2.08 2.39 3.78 6.38 6.36 3.60 2.52 3.67 2.27 2.68 5.64 2.50 2.77 7.20 4.57 2.18 3.92 3.83 2.35 3.18 5.01 2.96
2 0 0 0 3 2 1 1 0 1 2 2 0 0 0 1 3 2 2 0 2 3 2 0 2 0 2 2 2 0 3 1 0 2 3 3 3 2 2 2 2 3 2 3 2 2 2 2 2 0 0 3 2 3 2 2 2 2 2 2 2
01:28 08:38 17:27 10:11 04:10 06:02 04:42 18:21 13:28 18:51 13:43 10:15 06:08 06:08 06:11 17:47 00:29 14:31 21:58 00:00 09:35 04:36 10:33 22:06 16:23 00:02 16:53 14:31 16:22 00:08 03:42 06:42 06:12 12:22 01:31 04:35 04:03 14:29 14:06 12:36 12:20 02:47 08:46 01:02 13:33 10:24 09:42 10:21 11:29 00:00 18:37 00:09 11:17 01:03 10:12 15:24 11:39 10:11 15:25 15:15 14:14
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 1 2 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0
05:56 05:55 05:59 06:16 06:15 06:01 05:44 06:04 06:12 06:01 04:09 23:44 06:08 06:08 06:11 06:05 05:14 00:03 00:04 08:37 05:07 08:01 23:44 00:02 00:04 00:02 06:23 06:24 06:25 06:08 05:56 05:47 06:12 12:22 06:47 11:51 11:49 11:50 11:49 01:03 06:40 06:32 05:59 00:00 05:59 06:35 01:03 06:35 06:45 00:00 09:13 09:13 01:03 06:23 06:09 05:46 05:46 01:03 05:46 05:46 05:53
1.99 2.00 2.39 3.00 2.80 4.00 1.60 1.60 2.32 2.00 1.08 1.08 1.00 1.00 1.06 1.60 2.00 0.78 2.03 0.94 1.38 2.40 1.08 1.07 2.27 2.39 1.86 1.98 3.20 4.00 1.33 1.99 4.00 1.20 2.50 1.60 1.31 1.36 0.76 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 0.63 1.60 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 46 of 65
U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.24 7.38 11.03 8.61 7.07 6.83 2.90 5.43 2.50 12.84 4.21 4.87 3.48 3.68 3.61 12.21 4.10 4.22 3.41 4.57 6.89 12.94 6.53 8.44 10.92 5.07 6.92 7.07 8.96 12.20 9.81 10.21 18.99 7.12 5.53 2.99 7.56 3.07 2.53 6.14 6.31 6.03 11.37 11.93 4.44 3.47 2.74 9.20 4.81 7.23 6.34 5.55 6.54 15.27 12.88 4.19 34.25 43.02 8.25 8.21 6.27
2 2 3 2 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2 2 2 3 2 2 2 2 2 0 0 2 0 0 0 3 3 2 2 2 3 3 3 3 3 1 3 0
09:04 14:32 00:02 12:51 12:45 12:41 05:09 10:34 09:12 04:02 09:47 11:22 05:22 09:31 09:16 05:00 03:55 03:55 05:51 11:50 11:28 11:51 04:22 10:50 11:55 03:55 15:00 05:30 05:54 05:26 05:23 05:17 05:10 19:04 19:21 11:51 04:38 13:28 16:48 12:13 12:13 12:14 00:00 00:00 13:24 00:03 20:15 00:00 04:24 02:27 13:39 14:55 15:00 02:27 02:27 04:01 02:26 02:26 18:18 03:47 10:44
5.21 7.29 8.96 8.09 6.66 6.69 2.09 4.21 2.25 6.27 3.08 4.56 2.98 3.42 2.91 5.72 3.45 3.29 3.19 2.66 4.92 9.67 5.31 6.67 8.69 4.93 6.92 6.42 8.21 9.29 7.12 8.49 11.10 4.64 4.06 2.23 6.58 1.94 2.12 5.82 5.68 5.73 8.86 9.21 4.11 3.09 2.70 5.40 4.36 5.98 6.06 5.15 5.39 8.49 9.78 3.71 33.64 42.59 7.29 7.14 5.60
2 2 2 2 2 2 2 0 3 3 2 3 3 2 2 2 2 3 2 2 2 1 1 2 2 3 2 3 2 3 3 3 3 2 2 2 3 2 2 2 2 2 2 0 2 0 0 2 3 3 2 2 2 2 2 3 3 3 1 1 2
14:38 14:19 12:33 13:02 12:44 12:33 09:52 17:38 05:45 03:54 09:10 02:59 05:10 11:57 09:55 00:55 12:17 05:30 11:42 11:48 12:13 06:32 22:50 11:54 11:53 03:56 15:00 02:48 11:52 05:26 05:22 05:58 05:17 19:46 12:14 20:19 05:23 16:12 20:04 12:14 12:14 12:11 12:20 00:02 12:37 00:04 20:15 12:16 04:16 02:30 12:12 15:02 15:01 15:23 08:15 04:28 02:27 02:27 18:18 18:18 01:55
11.16 1.16 13.28 0.65 0.83 0.71 25.18 17.58 22.57 15.41 16.20 0.05 28.40 31.58 30.58 17.57 10.39 34.58 24.03 18.38 13.42 10.37 0.51 16.01 26.77 23.09 2.12 38.62 20.33 11.58 20.92 17.58 8.80 6.59 15.86 23.57 19.63 25.47 23.18 32.16 28.00 37.24 18.40 39.07 34.87 29.21 24.41 33.24 39.27 57.50 50.45 47.51 23.57 39.37 39.48 36.34 53.40 81.85 2.64 27.98 42.54
3.11 3.67 5.49 7.62 6.57 8.69 2.57 4.80 2.21 6.39 2.10 2.19 3.08 3.25 3.19 6.07 1.31 3.73 3.01 2.27 2.19 4.12 2.08 2.69 5.43 4.49 7.25 8.07 2.85 3.88 3.12 3.25 2.69 3.54 2.75 2.65 6.68 2.71 2.24 5.43 5.58 5.33 12.33 10.58 3.92 4.62 2.50 5.43 4.26 6.39 5.80 5.18 3.25 7.74 6.63 3.70 17.04 35.05 6.73 6.69 5.11
2 2 3 2 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 2 2 3 2 2 3 0 0 3 3 3 3 3 2 2 2 3 2 2 2 2 2 0 0 2 0 0 0 3 3 2 2 2 3 2 3 3 3 1 3 0
09:04 14:32 00:02 12:51 12:51 12:41 05:09 10:34 09:12 04:02 09:47 09:57 05:22 09:31 09:16 05:00 03:55 03:55 05:51 11:50 11:28 11:51 04:22 10:50 11:55 03:55 00:00 00:00 05:54 05:26 05:23 05:17 05:10 19:04 19:21 11:51 04:38 13:28 16:48 12:13 12:13 12:14 00:00 00:00 13:24 00:02 00:05 00:00 04:24 02:27 13:39 14:55 15:00 02:27 15:33 04:01 02:26 02:26 18:18 03:47 10:44
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2 2 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 1 0 0 0 0 0 0
05:53 05:53 05:43 06:18 06:18 00:00 08:23 08:23 08:27 08:53 08:50 11:48 08:23 08:13 08:14 08:52 05:56 08:14 08:05 08:43 20:01 19:55 10:15 07:46 07:04 05:17 00:00 00:01 07:44 07:44 07:45 07:45 20:00 11:51 11:51 11:49 01:32 11:48 11:48 00:02 00:02 00:02 00:00 00:00 00:02 00:04 00:05 00:00 01:30 07:30 07:28 04:12 11:55 08:15 05:09 01:16 20:11 19:30 00:53 01:07 01:07
1.60 1.60 1.60 1.02 0.47 0.39 1.20 1.20 1.20 1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 0.47 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.05 1.05 0.47 0.47 0.47 0.84 1.17 1.20 0.59 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 47 of 65
U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
14.68 9.97 3.33 2.43 5.72 7.29 5.14 9.09 5.43 5.01 5.04 11.08 4.10 17.53 17.22 20.78 15.09 29.68 7.59 14.22 14.07 5.59 5.49 5.57 4.51 7.88 5.68 5.92 4.09 5.20 5.04 3.43 3.38 2.98 3.07 3.71 5.10 3.73 4.38 4.69 3.89 3.92 6.63 4.87 6.23 7.12 8.69 4.40 3.95 9.24 8.38 18.06 6.56 11.02 4.78 4.56 7.42 4.85 6.39 16.80 6.44
2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 2 3 3 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2
09:44 10:42 03:37 11:40 10:49 11:24 04:06 00:39 03:56 12:16 09:47 03:04 04:40 01:45 01:45 03:20 11:57 01:18 05:26 13:32 05:55 14:15 13:48 04:44 13:30 07:02 12:13 10:30 18:04 10:22 18:21 11:58 11:58 12:39 12:28 14:45 04:41 11:54 11:51 19:30 12:15 12:14 12:14 04:30 12:13 12:13 13:35 11:52 14:54 14:50 12:55 13:24 16:36 05:09 17:34 17:34 17:35 02:46 11:52 12:30 16:59
10.11 7.12 3.22 2.03 3.94 4.75 4.75 7.04 5.27 4.84 4.36 9.24 3.40 12.83 12.59 18.47 14.60 24.06 7.23 9.47 8.14 4.65 4.63 4.11 4.04 5.78 4.75 5.00 3.49 3.35 3.59 2.57 2.48 2.09 2.12 1.99 3.84 2.24 2.19 4.11 3.85 3.77 6.15 4.59 6.23 7.04 8.66 3.23 3.37 7.43 6.93 11.08 6.36 8.76 3.33 3.28 5.57 4.27 5.32 13.50 4.92
0 2 3 2 2 2 3 2 3 2 2 3 3 3 3 3 3 3 3 1 3 2 2 3 2 1 1 1 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2
08:11 05:15 03:38 11:44 09:54 06:35 03:59 16:44 03:57 12:16 12:15 03:13 04:24 00:16 02:15 02:30 02:33 01:34 05:51 10:06 02:28 14:10 13:39 04:47 14:05 12:37 23:47 10:12 12:52 11:53 14:13 11:58 11:58 12:44 12:44 11:55 04:42 18:06 11:52 12:51 12:15 12:15 12:13 04:05 12:14 12:17 12:50 14:22 14:54 13:30 13:42 13:42 16:34 05:48 17:35 17:35 17:25 02:51 16:30 12:31 18:02
10.08 9.60 39.01 28.23 5.54 12.00 26.21 0.14 24.70 0.12 6.47 21.91 24.03 6.98 11.20 13.06 16.44 5.26 57.34 27.64 23.40 26.76 39.61 24.34 45.29 33.12 48.99 49.81 40.87 17.72 33.15 33.42 29.39 26.69 32.23 35.13 27.17 23.78 32.05 25.29 23.58 11.86 22.17 31.98 17.74 5.03 76.02 24.75 14.74 24.03 30.27 6.86 57.26 0.47 26.39 16.74 22.08 24.52 21.27 12.10 10.99
3.24 2.20 4.24 3.10 1.27 3.62 4.55 2.89 3.07 4.08 1.60 3.53 3.63 5.58 3.81 4.59 3.33 2.57 9.66 7.07 7.00 5.03 7.07 4.93 5.89 10.03 7.24 7.57 5.21 4.60 6.51 4.36 4.30 3.98 3.91 4.89 4.51 4.75 5.58 4.15 3.44 1.95 3.31 4.31 3.29 2.99 7.77 3.89 1.97 4.59 4.17 3.99 5.80 3.51 4.22 2.27 3.69 4.29 3.18 5.35 2.05
2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 2 3 3 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2
09:44 10:42 03:37 11:40 10:49 11:24 04:06 00:39 03:56 12:16 09:47 03:04 04:40 01:45 01:45 03:20 11:57 01:18 05:26 13:32 05:55 14:39 13:48 04:44 13:30 07:02 12:13 10:30 18:04 10:22 18:21 11:58 11:58 12:26 12:28 11:51 04:41 11:54 11:51 19:30 12:15 12:14 12:14 04:30 12:14 12:13 13:35 11:52 14:54 14:50 12:55 13:24 16:36 05:09 17:34 17:34 17:35 02:46 11:52 12:30 16:59
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.90 0.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 0 1 0 1 1 2 0 1 2 2 2 2 2 0 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2
04:22 04:23 23:01 23:01 10:26 03:21 01:02 06:43 05:34 11:30 18:44 05:55 00:57 05:55 06:02 04:20 04:21 05:52 00:09 00:03 06:32 11:51 11:33 00:48 00:46 20:18 01:40 04:42 00:13 00:45 10:12 11:28 11:54 11:54 11:54 11:54 00:45 11:21 11:19 11:21 11:52 12:03 12:16 00:40 12:16 12:14 12:11 06:38 09:08 09:15 09:15 11:41 07:27 07:44 06:14 07:28 07:28 00:36 07:28 08:50 08:48
2.40 2.40 1.00 1.00 2.40 1.60 1.20 2.00 1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.57 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 48 of 65
U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.05 3.50 7.41 6.78 7.09 8.01 3.93 10.27 9.21 21.34 12.25 20.80 13.56 12.50 12.18 18.54 10.19 2.33 2.36 3.00 2.43 3.11 4.76 6.59 3.70 3.43 4.02 15.83 14.12 6.23 4.41 7.94 11.11 11.87 16.10 4.94 14.13 10.95 11.33 5.91 26.63 18.41 7.98 6.22 15.43 7.49 6.41 9.65 7.15 8.00 8.00 145.81 2.78 12.34 0.00 48.77 23.00 91.05 67.65 12.06 5.35
2 3 2 2 2 2 3 2 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 0 0 2 2 0 0 3 0 0 2 2 2 2 0 2 2 3 2 2 3 2 0 0 3 2 2 0 2 2 2 3 0 2
18:10 04:18 17:55 18:09 17:46 17:57 02:47 17:21 10:52 05:38 01:34 01:46 01:20 03:50 04:01 04:21 04:21 11:49 11:50 09:29 10:36 10:57 11:14 10:50 10:28 09:57 09:57 01:39 08:40 08:28 12:15 12:15 00:00 00:00 05:44 00:00 21:00 18:23 18:23 22:44 07:20 00:00 13:33 09:47 04:37 15:33 15:46 03:25 15:13 07:19 07:19 01:59 13:29 03:54 00:00 20:35 09:09 15:00 04:15 09:39 13:57
4.66 3.09 5.80 5.29 6.22 6.84 3.12 7.04 7.11 15.57 10.99 13.21 10.88 11.93 10.77 14.47 9.86 2.33 2.34 2.35 2.17 2.33 4.08 3.47 2.79 3.29 3.86 10.93 9.49 5.75 4.41 7.94 4.97 8.15 8.42 3.01 14.02 8.57 8.71 4.47 20.56 5.65 6.71 4.95 12.18 6.89 5.84 7.70 6.88 8.00 8.00 36.15 2.52 4.93 0.00 36.73 9.50 44.33 57.29 5.45 5.35
2 3 2 2 2 2 3 2 2 0 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 0 2 0 2 2 0 0 2 2 3 2 2 2 3 2 0 0 3 2 2 0 2 2 2 3 1 2
18:02 04:35 18:04 17:56 17:57 18:09 02:58 18:09 10:49 14:36 01:47 02:37 03:50 03:51 03:50 03:36 04:21 11:49 11:51 09:41 11:11 11:14 11:34 11:39 13:07 12:52 10:52 12:00 12:00 12:00 12:15 12:15 00:01 12:14 12:51 12:56 08:56 18:43 10:21 10:32 20:43 13:21 18:17 01:09 04:43 13:03 15:46 03:24 15:13 07:20 07:20 03:46 12:17 22:22 00:00 19:40 12:16 15:01 04:05 08:34 13:57
34.01 28.17 38.18 22.68 24.38 26.88 26.28 11.52 7.47 5.44 1.16 2.02 13.91 19.05 16.99 7.44 49.25 0.87 1.09 21.62 21.41 18.92 9.85 10.10 10.92 13.83 13.10 0.89 0.79 35.47 1.92 2.44 3.79 1.56 7.09 15.69 1.30 38.08 40.60 19.28 0.70 25.59 33.32 36.06 14.25 35.10 40.54 15.45 32.80 1.00 1.00
5.35 3.09 6.55 3.37 3.53 3.98 3.47 5.11 2.32 3.02 3.90 6.62 4.32 3.98 3.88 4.10 8.36 2.76 2.93 2.83 2.15 2.75 2.37 3.28 1.84 1.71 2.28 3.50 3.12 5.51 5.61 7.02 5.70 6.10 3.56 6.39 7.03 5.44 5.73 4.24 6.80 9.16 5.72 5.50 5.40 5.37 5.67 8.53 5.12
2 3 2 2 2 2 3 2 0 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 0 0 2 2 0 0 3 0 0 2 2 2 2 0 2 2 2 2 2 3 2
18:10 04:18 17:55 18:09 17:46 17:57 02:47 17:21 05:47 05:38 01:34 01:46 01:20 03:50 04:01 04:21 04:21 11:43 11:43 11:01 10:36 10:57 11:14 10:50 10:28 09:57 09:57 01:39 08:40 08:28 12:15 12:15 00:00 00:00 05:44 00:00 21:00 18:23 18:24 22:44 07:20 00:00 13:33 09:47 05:01 15:33 15:46 03:25 15:13
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 0 1 2 2 2 0 2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0
06:12 00:33 21:43 06:33 06:33 06:33 00:29 06:30 09:16 05:46 05:14 05:19 06:24 06:25 06:25 06:25 06:22 11:50 12:05 17:55 08:29 08:29 09:03 09:03 09:03 09:03 08:44 04:48 04:48 01:08 00:00 00:00 00:00 00:00 00:00 00:00 05:19 00:05 00:04 00:30 00:05 00:00 04:19 04:36 09:23 07:55 08:07 00:03 00:03
1.00 0.10 0.56 0.00 1.00 0.48 1.00 1.00 0.39 0.22
2 2 2 0 2 2 2 2 2 2
12:30 19:21 21:59 00:00 17:46 09:08 08:45 09:07 08:55 13:57
1.20 1.20 1.20 1.60 1.60 1.60 1.19 1.60 2.40 3.00 2.00 2.00 2.00 2.00 1.99 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 0.63 0.63 1.66 0.47 0.63 1.53 1.60 1.32 2.40 0.63 1.32 1.20 2.00 1.03 0.97 1.19 1.20
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 49 of 65
WA-10 WA-4-NEW WEIR-11 WEIR-13 WEIR-15 WEIR-17 WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
58.87 168.69 3.90 4.07 4.41 18.10 4.55 1.50 4.43 2.90 0.61 1.46 5.86 1.13 8.15 4.70 4.71 5.69 0.00 0.00 2.60 6.40 6.66 5.21 0.00 7.61 0.04 7.70 4.13 2.94 9.71 1.80 13.96 10.61 4.51 1.87 0.00 0.83 6.15 4.84 3.46 4.20 6.03 5.14 6.81 59.83 97.60 2.14 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.79 2.27 1.90 0.63
3 0 2 2 3 3 2 2 2 2 2 2 2 2 3 3 2 2 0 0 3 3 3 2 0 3 2 3 3 2 3 2 2 3 2 2 0 2 2 2 3 2 2 2 2 0 2 0 2 2 0 2 0 0 0 1 0 1 0 2 0
02:07 06:22 12:41 13:15 01:50 01:22 19:22 12:15 12:15 09:09 10:54 13:03 20:35 15:02 03:31 03:54 14:26 12:10 00:00 00:00 01:04 00:16 04:39 15:01 00:00 04:43 16:37 03:43 04:09 12:38 03:40 12:55 11:58 02:48 16:33 11:52 00:00 12:50 18:31 23:23 01:54 19:57 20:03 20:03 15:01 05:28 08:39 08:50 08:18 04:48 06:23 04:36 09:55 06:23 17:12 17:25 00:00 17:45 10:30 06:42 20:11
48.95 88.48 3.85 4.04 4.08 10.52 3.92 1.48 4.40 2.52 0.00 1.46 4.38 1.13 6.89 1.10 4.36 4.82 0.00 0.00 1.79 2.22 5.18 3.38 0.00 7.27 0.04 6.06 3.14 2.94 6.70 1.80 10.48 7.74 3.66 1.68 0.00 0.83 5.47 2.89 1.17 3.42 3.55 3.01 4.62 43.01 64.12 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.80 2.27 1.90 0.63
3 2 2 2 2 3 3 2 2 2 0 2 2 2 3 2 2 2 0 0 2 3 2 2 0 3 2 2 2 2 3 2 3 3 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 1 0 2 2 2 1
04:24 06:51 12:43 13:14 12:31 01:45 04:04 12:15 12:15 12:59 00:00 13:03 16:21 15:02 03:32 12:23 15:48 14:03 00:00 00:00 12:17 00:20 12:15 16:21 00:00 04:43 16:37 12:09 19:40 12:38 03:55 12:55 02:28 03:17 16:59 15:19 00:00 12:50 16:54 13:02 20:20 18:00 17:47 12:22 16:21 10:27 06:00 10:16 09:15 10:22 06:52 04:52 08:48 06:59 20:23 22:26 00:00 09:24 08:06 06:48 20:36
1.00 1.00 0.24 0.19 0.22 0.64 0.38 0.08 0.16 0.19 0.07 0.07 0.34 0.13 0.32 0.20 0.20 0.26 0.00 0.00 0.15 0.24 0.35 0.34 0.00 0.82 0.02 0.35 0.30 0.17 1.00 0.09 0.55 0.35 0.33 0.15 0.00 0.30 0.25 0.21 0.16 0.29 0.35 0.35 0.44 1.00 1.00 1.00
2 0 2 2 3 2 2 2 2 2 2 2 2 2 3 3 3 2 0 0 2 3 2 2 0 2 2 3 2 2 2 2 2 3 2 2 0 2 2 2 3 2 2 2 2 0 0 0
11:51 06:11 14:46 14:10 01:50 20:35 17:37 12:15 12:15 09:09 10:54 13:03 16:07 16:22 03:31 03:54 03:28 14:07 00:00 00:00 15:48 00:16 16:57 16:07 00:00 16:31 16:35 03:58 15:09 16:02 08:58 12:55 13:08 03:17 17:24 14:54 00:00 12:53 23:23 23:23 01:54 19:37 19:49 19:49 15:15 05:28 05:14 05:46
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 50 of 65
CDT-45 CDT-47 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
1.21 1.28 1.28 1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
0 2 0 0 0 2 0 2 0 2 1 2 0 0 0
09:31 11:48 06:18 07:11 00:00 01:09 20:18 00:14 19:27 05:41 21:05 11:46 06:19 05:30 05:28
1.21 1.28 1.28 1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
1 2 0 0 0 2 1 2 0 2 2 2 0 0 0
18:43 11:49 06:19 07:12 00:05 11:49 01:39 07:24 19:29 11:56 09:27 11:47 06:20 05:39 05:41
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 51 of 65
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.31 0.00 0.00 0.69 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-11 1.00 0.03 0.01 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.09 0.00 0.00 0.31 0.00 0.00 0.60 0.01 0.00 CDT-175 5.03 0.06 0.00 0.00 0.38 0.00 0.00 0.56 0.01 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 35.11 0.00 0.79 0.00 0.21 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 35.11 0.00 0.75 0.00 0.24 0.00 0.00 0.00 0.01 0.00 CDT-217 37.56 0.00 0.79 0.00 0.20 0.00 0.00 0.00 0.00 0.00 CDT-219 35.11 0.00 0.79 0.00 0.20 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 35.11 0.00 0.79 0.00 0.21 0.00 0.00 0.00 0.01 0.00 CDT-237 40.98 0.00 0.79 0.00 0.21 0.00 0.00 0.00 0.00 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 40.98 0.00 0.79 0.00 0.21 0.00 0.00 0.00 0.00 0.00 CDT-245 40.98 0.00 0.79 0.00 0.21 0.00 0.00 0.00 0.00 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-279 35.11 0.04 0.44 0.00 0.51 0.00 0.00 0.00 0.39 0.00 CDT-281 35.11 0.02 0.80 0.00 0.18 0.00 0.00 0.00 0.01 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-287 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 52 of 65
CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214
5.03 5.03 5.03 5.03 5.03 3.52 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06
0.02 0.00 0.02 0.00 0.00 0.00 0.04 0.00 0.00 0.04 0.00 0.05 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.04 0.00 0.01 0.00 0.00 0.01 0.04 0.00 0.05 0.06 0.06 0.01 0.01 0.00 0.00 0.00 0.01 0.01 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.69
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.98 1.00 0.98 1.00 1.00 1.00 0.95 1.00 0.97 0.00 1.00 0.95 1.00 0.96 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.99 1.00 0.99 0.95 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.94 0.60 1.00 0.99 1.00 1.00 0.96 0.87 1.00 0.93 0.79 0.83 0.94 0.99 1.00 1.00 1.00 0.99 0.99 0.31
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.36 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.02 0.15 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.05 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.76
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 53 of 65
U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373
1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.28 1.30 1.00 1.00 1.00 1.00 1.40 1.00 1.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.35 1.00 1.00
0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.06 0.05 0.00 0.00 0.00 0.17 0.04 0.00 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.01 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.85 0.96 0.96 0.92 1.00 1.00 1.00 1.00 0.99 1.00 0.95 0.88 0.93 0.97 1.00 1.00 0.28 0.30 0.88 0.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.35 1.00 1.00 0.99 0.98 0.96 0.66 0.94 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.89 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.00 0.03 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.00 0.00 0.00 0.55 0.65 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.00 0.00 0.00 0.00 0.02 0.32 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.32 0.00 0.38 0.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00
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U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522
1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.04 0.04 0.04 0.04 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.03 0.03 0.03 0.03 0.00 0.03 0.03 0.03 0.03 0.03 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.23
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.99 0.98 1.00 0.98 0.98 0.98 0.98 0.98 1.00 0.98 0.87 1.00 0.99 0.98 0.94 0.96 0.96 0.96 0.48 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.85 0.74 0.92 0.97 0.97 0.96 1.00 0.91 0.88 0.91 0.88 0.58 0.55 0.87 1.00 0.96 0.89 1.00 1.00 1.00 1.00 1.00 0.96 0.96 1.00 1.00 0.93 0.59 0.04 0.99 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 0.91 1.00 1.00 0.15
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.23 0.05 0.00 0.00 0.01 0.00 0.06 0.08 0.06 0.08 0.38 0.35 0.13 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.41 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.05 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.02 0.03 0.01 0.33 0.35 0.42 0.07 0.01 0.26 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.28 0.00 0.00 0.05 0.40 0.75 0.05 0.00 0.00 0.00 0.00 0.10 0.05 0.08 0.00 0.08 0.00 0.00 0.00
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U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675
1.00 8.39 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.71 4.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 7.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.04 0.82 0.82 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.04 0.00 0.00 0.01 0.00 0.02 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.08 0.07 0.07 0.07
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.05 0.01 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.96 0.18 0.18 0.16 0.16 1.00 1.00 1.00 0.97 1.00 1.00 0.96 1.00 1.00 1.00 1.00 0.89 0.94 1.00 0.96 0.96 1.00 0.99 1.00 0.98 1.00 0.99 0.99 0.98 1.00 0.95 0.94 1.00 1.00 1.00 1.00 1.00 1.00 0.18 0.97 1.00 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.86 0.46 0.45 0.39 0.63
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.03 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.46 0.48 0.54 0.26
0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.00 0.06 0.00 0.06 0.00 0.00 0.06 0.00 0.00 0.03 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.32 0.22 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 56 of 65
U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838
1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 12.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.00 1.22 1.00 1.21 1.00
0.07 0.00 0.17 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.16 0.00 0.15 0.15 0.13 0.08 0.08 0.00 0.12 0.09 0.05 0.05 0.10 0.12 0.00 0.14 0.13 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.37 1.00 0.73 0.15 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 0.98 1.00 0.96 1.00 0.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52 0.54 1.00 0.83 0.60 0.82 0.48 0.53 1.00 0.80 0.71 0.41 0.85 0.69 0.67 1.00 0.85 0.67 0.79 1.00 1.00 1.00 1.00 1.00 0.96 0.01 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.97 1.00 1.00 1.00
0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.01 0.00 0.01 0.01 0.00 0.00 0.05 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.55 0.00 0.04 0.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.28 0.29 0.00 0.01 0.25 0.05 0.44 0.34 0.00 0.07 0.19 0.54 0.10 0.22 0.21 0.00 0.01 0.18 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.03 0.00 0.05 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.12 0.00 0.00 0.17 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.00 1.00 1.46 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.00 0.00 0.03 0.18 0.19 0.10 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.97 0.82 0.60 0.16 0.90 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.56 1.00 0.99 1.00 1.00 0.75 0.85 0.97 0.21 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.02 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.12 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.16 0.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.44 0.00 0.01 0.00 0.00 0.23 0.03 0.03 0.79 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.97 77.97 78.00 0.02 0.00 C-WELL4E 0.00 0.00 0.58 0.00 0.00 CDT-101 21.38 21.40 21.41 0.24 8.15 CDT-103 21.23 21.33 21.43 0.19 3.20 CDT-105 21.06 21.11 21.17 0.19 2.80 CDT-107 21.13 21.17 21.39 0.92 3.46 CDT-109 39.75 41.63 42.94 4.36 13.34 CDT-11 71.92 71.92 72.19 10.43 23.10 CDT-111 42.04 43.22 45.10 4.91 14.62 CDT-113 19.87 19.98 19.91 0.14 2.08 CDT-115 22.75 22.87 22.78 0.20 8.64 CDT-121 23.06 23.42 76.66 0.00 0.15 CDT-123 66.73 66.78 66.80 3.27 18.61 CDT-125 62.55 62.59 62.55 0.10 4.06 CDT-171 34.38 34.46 48.71 0.00 0.16 CDT-177 13.75 14.66 14.37 0.00 5.88 CDT-179 12.29 12.86 12.53 0.00 4.86 CDT-181 14.11 14.37 14.35 0.00 5.34 CDT-183 34.39 36.47 35.24 0.03 14.70 CDT-185 14.11 14.37 14.35 0.00 5.34 CDT-187 64.50 64.52 64.51 0.00 28.21 CDT-189 64.50 64.51 64.52 0.00 29.80 CDT-191 12.28 12.86 12.53 0.00 4.53 CDT-193 22.58 22.68 22.97 0.11 4.90 CDT-195 55.59 55.59 55.59 0.01 5.08 CDT-197 20.60 20.64 20.69 0.05 9.40 CDT-199 19.15 19.28 19.18 0.12 8.22 CDT-201 19.18 19.28 19.20 0.05 9.16 CDT-205 0.00 0.00 20.30 0.00 0.00 CDT-207 18.74 18.89 18.99 0.14 6.59 CDT-209 57.01 57.01 57.01 0.01 11.17 CDT-211 57.01 57.01 57.01 0.01 14.23 CDT-213 27.89 28.28 28.05 0.03 13.12 CDT-215 0.00 0.00 21.43 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150
0.00 0.00 16.05 19.25 16.22 19.42 20.89 20.89 20.71 0.00 0.00 21.52 20.89 0.00 0.00 20.67 20.95 16.39 19.20 21.51 21.51 19.45 19.91 14.03 4.54 4.54 3.41 17.40 30.54 19.69 17.53 0.00 0.29 19.57 17.69 17.83 18.06 48.48 17.14 31.51 20.89 71.96 43.63 71.85 24.74 0.00 62.54 25.12 19.88 19.88 25.82 78.00 77.99 77.99 78.00 71.71 67.93 50.72 64.76 61.50 69.79 77.98 71.47 73.64 69.90 74.96 72.59 71.05 72.59 72.21 66.34 67.53 41.20 69.62 70.90 69.63 54.04 53.99 47.09 70.67 41.69
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 16.10 19.29 16.27 19.44 20.90 20.89 20.89 0.00 0.00 21.54 20.90 0.00 0.00 20.71 20.97 16.52 19.25 21.54 21.54 19.49 20.02 14.36 4.69 4.69 3.42 17.45 31.19 19.71 17.57 0.00 0.29 19.60 17.74 17.84 18.10 48.71 17.18 31.89 20.89 71.97 49.46 71.90 24.74 0.00 62.54 25.89 19.95 19.97 27.08 78.00 77.99 77.99 78.00 71.71 70.41 57.81 70.96 65.85 69.79 77.98 71.50 73.64 70.24 74.99 72.59 72.22 75.20 72.21 72.02 67.53 48.45 71.99 70.91 71.99 61.00 54.00 60.98 70.67 47.10
20.91 19.21 16.07 19.26 16.24 19.47 20.89 20.90 20.80 19.44 21.49 21.52 20.89 21.50 21.50 20.84 20.95 16.44 19.21 21.51 21.51 19.60 19.98 14.17 5.00 5.00 3.42 17.42 31.89 19.79 17.55 31.19 17.55 19.62 17.71 17.85 18.12 49.13 17.24 33.11 20.96 72.75 44.71 71.85 64.30 0.00 62.54 26.99 20.00 20.08 26.21 78.00 78.00 78.00 78.00 77.99 67.93 65.82 69.77 71.76 77.98 77.99 77.91 78.00 69.90 75.20 75.20 71.05 72.59 72.21 66.34 72.02 50.10 69.62 70.90 69.63 54.04 60.98 47.10 71.39 51.45
0.00 0.00 0.03 0.02 0.01 0.06 0.01 0.01 0.04 0.00 0.00 0.03 0.01 0.00 0.00 0.08 0.01 0.00 0.03 0.02 0.02 0.18 0.17 0.01 0.19 0.19 0.00 0.02 0.20 0.02 0.03 0.00 0.00 0.03 0.00 0.00 0.03 0.36 0.24 0.38 0.01 9.29 46.71 6.70 0.09 0.40 0.00 1.38 0.11 0.17 0.34 6.76 76.60 3.25 77.98 14.52 38.07 54.20 76.66 56.72 77.13 58.71 74.30 4.17 25.12 47.64 18.04 61.65 28.99 45.83 45.80 45.97 40.59 42.79 57.63 49.41 50.58 49.84 54.04 0.74 54.57
0.00 0.00 2.38 6.76 6.15 4.03 2.74 14.12 1.10 0.00 0.00 1.27 2.60 0.00 0.00 9.85 8.93 5.33 3.57 12.37 6.43 9.77 10.06 3.04 1.75 2.08 1.45 7.08 14.10 2.31 1.84 0.00 0.00 8.64 5.85 4.72 5.54 17.41 6.95 15.49 6.41 35.85 18.98 29.92 6.38 0.00 6.38 9.79 9.87 9.50 11.17 5.28 36.03 15.29 21.28 33.64 45.56 29.63 26.75 32.38 31.18 33.16 33.61 26.77 35.48 31.17 29.83 35.17 40.24 41.66 45.79 37.37 26.55 27.31 44.90 42.20 23.10 20.06 29.48 13.51 28.41
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U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304
45.43 46.87 48.12 54.71 51.37 42.68 47.46 31.44 28.08 22.48 31.78 31.11 39.25 26.92 66.90 26.53 26.40 36.38 54.12 46.65 45.06 50.58 38.24 39.74 66.88 44.70 33.64 42.79 61.45 59.01 61.46 53.98 50.73 54.00 56.88 0.00 68.26 61.50 65.65 42.15 53.03 40.30 59.40 46.02 37.18 59.41 59.97 54.69 60.94 56.37 49.63 66.29 49.08 61.48 60.93 36.31 39.93 67.58 60.38 0.00 0.02 14.09 59.70 60.23 61.25 67.00 67.00 64.96 56.42 52.00 46.74 64.96 46.41 52.49 63.24 63.61 58.65 56.10 55.53 51.07 73.40
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
51.46 50.56 52.64 54.71 51.81 47.70 50.45 38.22 31.82 22.48 38.78 32.15 40.15 28.38 66.90 28.73 28.73 39.51 61.53 54.14 49.38 51.27 42.73 42.73 69.82 45.61 36.39 46.77 61.52 59.03 61.53 58.95 55.61 54.09 56.90 0.00 69.78 61.74 65.65 44.90 53.04 42.93 59.64 46.63 49.46 60.79 61.04 56.25 61.04 56.41 52.95 68.27 54.54 61.66 61.05 41.45 46.58 67.58 60.60 0.00 8.25 14.09 60.64 61.39 61.25 67.00 69.84 69.80 72.68 72.94 52.02 64.96 56.46 56.71 63.24 72.97 63.62 60.19 65.66 59.10 73.56
50.51 52.65 54.72 61.00 52.10 52.04 55.83 31.83 32.13 23.27 32.14 40.67 40.67 28.17 69.84 28.15 27.78 38.37 54.14 49.36 51.28 60.19 40.69 43.39 66.90 52.88 40.67 45.46 61.49 61.49 61.49 55.67 54.08 61.37 61.44 78.00 68.27 61.63 65.65 53.02 61.51 45.55 62.55 59.00 38.18 59.64 60.19 56.89 61.00 61.02 56.41 67.60 52.98 61.52 61.24 37.46 43.48 69.80 60.60 0.00 0.06 78.00 61.40 61.23 62.48 69.84 67.00 64.96 56.45 52.02 63.20 69.82 56.69 65.57 72.97 63.61 65.63 65.62 59.12 58.22 73.40
49.35 40.61 54.55 48.11 38.37 41.30 58.91 50.19 56.28 0.00 54.02 60.19 48.48 59.26 28.41 61.14 49.41 52.62 56.20 47.84 49.19 56.08 39.02 52.35 43.61 58.00 55.29 41.47 55.32 51.01 52.99 51.63 46.37 51.39 50.14 0.00 43.55 51.20 56.00 47.89 54.43 17.53 0.09 59.16 24.46 59.08 59.90 26.24 57.96 52.94 51.73 27.73 44.65 58.23 48.25 11.32 51.18 44.62 59.82 23.86 25.09 0.00 50.93 51.07 56.09 29.02 37.01 39.86 58.54 54.27 53.96 43.93 50.78 53.02 47.91 70.12 58.31 55.14 50.67 32.96 67.11
34.00 30.08 29.71 30.06 31.64 21.24 26.29 22.87 18.57 1.06 24.28 21.28 26.96 9.00 31.55 17.39 10.48 10.87 33.61 24.55 28.76 30.53 11.88 23.01 39.61 24.52 19.82 18.49 36.21 23.97 33.75 30.09 35.36 31.87 35.50 0.00 44.43 23.22 38.74 33.97 33.92 12.21 9.81 20.28 13.53 41.36 33.10 32.87 30.27 29.70 29.34 37.14 29.36 43.26 31.25 11.80 32.10 23.23 26.86 0.00 0.01 0.00 14.26 16.19 50.69 36.03 41.53 34.35 29.76 23.63 13.81 30.84 17.38 17.12 22.65 44.83 36.85 34.27 19.48 20.69 35.54
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U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45
60.66 54.52 46.44 18.86 41.40 41.72 24.12 26.94 28.48 28.43 23.58 28.52 52.71 57.38 40.29 53.92 73.85 53.71 41.12 64.40 56.16 30.09 56.32 70.44 51.18 65.70 35.05 35.08 60.36 70.74 62.26 51.49 69.52 45.71 72.95 71.76 72.53 24.89 42.75 45.77 73.11 58.07 56.37 52.53 50.79 72.58 72.43 19.56 66.96 61.31 60.60 56.19 68.72 69.23 57.75 63.42 17.99 74.63 70.89 58.93 77.64 14.77 76.53 77.98 54.38 25.60 25.20 24.95 25.12 25.28 43.08 58.82 62.08 60.55 44.26 40.87 26.54 70.51 71.01 40.23 48.78
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
60.73 60.68 53.74 19.75 47.74 42.07 26.58 31.32 31.32 29.67 26.05 28.52 52.71 57.48 41.10 69.61 73.92 53.78 53.72 72.27 64.42 37.30 69.52 70.93 56.49 65.70 44.50 42.53 68.75 70.84 62.51 72.58 69.52 51.52 73.72 72.52 72.55 25.76 47.66 51.77 73.12 62.34 58.93 52.53 52.52 72.58 72.61 20.53 75.39 72.92 61.35 72.78 70.77 70.76 61.75 63.69 18.38 77.62 77.63 58.93 77.64 14.78 76.54 78.00 54.38 26.43 26.41 26.27 26.15 26.55 51.64 58.82 62.08 60.55 49.67 51.04 30.00 70.52 71.01 41.99 57.15
72.52 62.59 60.16 19.34 42.07 47.77 27.77 27.77 29.01 33.90 26.53 73.15 73.92 72.75 70.72 53.92 73.88 73.61 53.79 64.44 62.58 36.53 56.34 71.92 65.68 74.42 41.28 41.28 63.65 70.78 62.35 51.51 69.52 62.57 72.95 72.95 72.54 27.24 48.24 48.24 73.12 58.47 58.46 74.00 70.51 75.39 72.56 20.22 66.96 61.35 71.59 56.26 68.73 69.24 63.70 69.87 21.06 74.64 70.90 77.64 77.70 14.77 77.85 77.98 54.38 26.41 26.27 26.15 26.55 26.52 58.70 73.18 73.44 73.18 60.43 47.04 40.94 72.61 72.79 61.22 62.07
55.65 43.83 64.95 30.72 50.98 51.07 56.49 61.31 68.80 68.18 45.13 0.00 0.20 47.29 0.00 50.38 68.20 64.38 0.21 51.57 69.07 47.74 53.83 64.57 38.45 34.12 57.05 61.91 62.67 31.82 10.33 59.80 29.87 58.57 33.92 0.00 58.64 3.81 40.88 46.21 36.00 53.16 35.64 0.00 0.00 0.03 64.34 47.47 73.86 65.42 54.54 63.02 37.52 20.34 1.79 52.96 0.00 45.92 66.14 60.86 67.10 0.00 64.93 17.96 23.74 7.61 14.54 15.74 17.77 16.65 30.09 57.12 5.55 12.97 15.60 34.65 0.58 0.00 0.13 0.22 1.35
18.67 26.87 28.65 1.54 15.93 11.19 7.04 17.72 18.38 18.45 5.49 1.85 4.13 16.56 8.11 37.27 29.33 22.13 9.45 43.68 37.20 9.42 25.14 44.22 17.75 17.14 14.82 15.37 27.35 9.02 11.53 25.00 42.31 14.28 27.77 5.19 51.01 4.84 28.72 16.96 42.02 38.41 20.44 3.63 9.62 2.42 41.74 6.34 31.05 44.39 37.31 27.96 36.93 19.65 15.19 30.89 1.32 31.64 39.03 26.68 43.60 6.24 41.35 0.11 27.58 13.17 16.69 13.69 17.21 15.48 25.43 23.68 23.09 13.65 12.29 22.16 8.65 24.91 20.27 17.48 27.18
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 61 of 65
U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604
19.32 14.64 15.65 14.64 11.55 7.84 30.59 64.48 45.97 22.42 47.62 73.80 54.24 71.68 71.69 41.59 38.89 53.84 72.49 45.18 0.00 0.00 65.08 54.26 77.96 46.63 74.07 18.82 17.44 4.56 46.70 53.38 63.10 34.80 11.14 22.78 15.87 16.72 16.42 16.79 52.94 23.11 69.97 72.01 78.00 72.01 67.79 52.50 61.58 71.24 78.00 15.10 15.07 52.50 70.72 71.52 62.30 54.99 47.95 60.85 72.22 51.25 53.74 58.48 66.39 12.60 12.35 53.31 49.72 62.47 56.34 48.65 44.27 15.72 69.62 47.98 47.97 38.57 62.91 69.76 69.90
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
21.01 21.02 23.98 16.05 13.87 8.09 31.99 64.48 46.03 28.97 47.63 73.80 54.24 71.69 71.88 41.92 38.98 56.29 72.49 50.28 0.02 0.00 65.08 54.26 77.96 54.57 74.07 18.82 18.76 4.80 47.42 54.00 63.57 36.86 11.15 22.83 15.93 16.78 16.44 16.79 52.94 23.16 69.97 72.01 78.00 72.01 67.79 52.94 68.80 71.24 78.00 15.11 15.08 52.50 71.60 71.52 72.23 62.25 52.94 60.85 72.22 57.96 57.68 60.43 69.31 12.60 12.65 53.31 53.92 62.47 56.34 49.21 54.91 15.72 69.76 47.98 47.98 47.67 62.91 69.76 69.90
58.71 22.15 22.07 20.69 14.12 27.16 38.01 76.47 52.12 27.49 73.79 76.34 54.26 71.86 71.69 44.05 52.12 69.21 77.99 49.80 0.00 2.89 70.41 54.26 77.97 50.25 77.39 77.96 29.80 52.25 46.91 66.76 63.26 39.28 56.43 22.82 18.67 16.74 16.75 16.81 52.94 67.93 71.46 72.05 78.00 72.18 71.57 52.50 64.02 71.24 78.00 70.82 65.29 52.94 71.00 72.01 62.30 60.79 47.95 72.23 72.23 57.67 60.42 69.32 68.64 72.53 44.59 78.00 62.46 69.62 69.60 54.91 45.02 59.62 69.62 69.78 69.76 41.82 72.07 69.91 69.90
0.07 13.35 37.16 5.81 4.56 0.00 0.60 3.50 0.00 10.86 1.16 50.18 3.59 51.24 49.62 2.50 0.00 52.74 2.79 77.97 77.99 77.98 0.00 33.56 0.01 77.97 0.00 0.00 35.61 0.00 47.07 3.78 69.15 0.00 0.00 13.56 0.00 17.42 18.42 18.24 33.01 0.00 44.60 2.17 51.82 3.15 0.00 22.90 0.00 61.34 38.84 0.00 0.00 19.31 0.00 0.00 61.04 42.65 38.94 59.44 57.27 42.53 33.35 1.54 30.88 0.00 0.00 0.00 49.59 42.78 52.75 15.89 40.83 0.00 58.61 50.79 54.46 26.46 43.60 61.26 49.06
3.82 3.36 4.79 7.71 7.76 0.76 6.45 3.69 0.54 2.10 1.42 29.46 16.00 50.02 46.00 4.15 0.28 22.56 15.67 21.95 0.00 0.00 13.15 31.91 15.46 26.61 25.27 2.16 8.30 0.14 25.09 2.75 46.84 0.37 0.19 12.99 0.00 5.95 7.90 7.94 31.64 2.12 34.48 7.53 28.48 4.27 18.84 19.87 17.90 28.32 33.68 0.05 0.20 16.69 22.28 0.86 34.40 23.85 19.13 31.17 43.84 30.11 23.89 21.83 34.81 0.63 1.90 0.02 27.80 31.64 14.14 13.80 28.11 0.00 30.10 18.50 23.90 14.18 34.64 32.41 43.61
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 62 of 65
U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753
53.86 25.84 26.27 26.06 42.76 70.93 72.70 77.99 77.97 62.78 55.89 51.06 58.99 26.37 8.51 8.50 8.57 74.42 8.55 8.56 47.20 58.74 71.09 77.34 77.96 51.64 41.91 61.33 77.99 59.40 2.79 3.22 3.96 3.84 1.74 1.99 50.07 5.09 6.37 77.11 76.83 76.84 73.37 72.35 54.98 54.98 39.37 50.16 50.69 57.55 72.43 16.35 57.08 69.75 50.30 69.73 62.59 72.94 72.90 25.66 77.83 77.94 69.93 3.58 3.81 54.02 5.87 5.79 7.41 6.40 5.72 53.46 4.96 2.91 2.69 1.50 0.90 0.87 56.11 1.04 1.13
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
54.80 30.03 28.88 29.43 52.20 70.93 72.70 78.00 77.99 70.35 62.79 59.11 58.99 29.23 8.51 8.51 8.58 74.42 8.60 8.61 52.16 62.10 71.51 77.50 77.96 51.94 61.19 77.91 77.99 74.53 4.20 4.96 5.02 3.92 2.08 2.19 60.16 7.33 9.60 77.11 76.86 76.86 73.38 73.60 54.98 54.98 40.45 50.26 60.53 57.55 72.43 16.35 57.71 72.08 58.47 69.73 62.81 73.44 72.96 25.81 77.89 77.94 71.47 3.78 4.55 59.79 7.19 6.35 10.14 7.36 6.57 58.25 6.57 3.04 2.77 2.77 1.58 1.14 62.80 1.45 1.39
54.99 28.87 29.43 52.19 52.07 70.94 72.70 77.99 77.98 62.78 59.12 59.00 70.24 29.40 8.52 8.51 8.60 74.53 8.58 8.60 62.16 71.44 77.44 77.81 78.00 77.39 51.89 61.34 78.00 60.15 6.81 3.42 4.08 3.93 2.02 4.13 60.50 6.21 6.95 77.14 76.87 76.86 73.60 72.37 76.97 54.98 42.13 50.25 58.46 71.83 72.45 61.43 58.60 69.75 59.78 72.08 71.65 72.96 73.45 25.91 77.83 77.94 69.93 3.58 4.08 62.81 6.29 6.37 9.77 8.35 7.29 62.84 6.25 5.11 2.95 1.55 1.05 1.26 64.99 1.38 2.56
43.00 36.66 38.16 0.00 51.85 56.22 61.08 25.12 55.48 62.00 33.39 52.44 54.68 26.89 7.00 19.76 28.26 57.55 30.25 22.60 58.02 57.61 62.29 43.47 76.01 63.16 58.12 62.08 19.42 72.08 57.85 57.34 57.70 40.23 51.99 56.24 73.70 57.76 57.30 3.53 58.74 71.69 39.68 33.73 18.50 40.99 5.12 16.61 71.96 0.00 63.87 0.00 5.03 44.86 73.46 20.10 41.65 34.85 41.18 15.97 76.04 32.93 41.12 43.56 49.45 71.15 54.10 48.34 55.87 56.19 57.28 29.62 53.45 56.03 56.28 54.54 54.77 51.39 72.77 40.51 38.36
33.96 21.19 20.89 2.72 31.36 34.71 50.34 6.19 37.57 29.76 23.17 28.91 29.07 8.35 7.19 7.24 7.24 24.05 7.49 2.73 28.74 24.59 32.47 33.13 29.80 29.37 20.23 30.12 21.46 45.35 1.26 2.08 3.11 3.01 0.24 1.09 30.68 2.90 3.26 12.32 44.01 49.87 27.14 31.22 18.31 17.75 11.44 15.34 29.69 6.21 40.90 0.00 22.25 44.44 31.13 33.37 33.18 43.70 41.84 12.16 20.63 37.97 43.33 3.36 3.08 33.70 4.85 3.90 2.27 2.21 1.10 16.56 3.69 1.10 1.43 1.37 0.59 0.28 33.58 0.37 0.36
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 63 of 65
U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
3.69 1.36 0.38 0.00 61.64 0.00 0.00 0.10 17.72 7.10 7.58 8.12 6.02 18.63 66.25 19.52 13.43 14.63 69.11 16.05 7.82 7.86 21.46 65.00 19.21 12.54 13.51 14.84 67.46 16.71 7.68 39.28 72.54 64.44 59.07 49.94 51.32 43.01 60.48 15.44 14.77 60.04 69.51 69.51 50.10 52.19 50.83 49.90 61.24 73.18 73.18 76.87 77.99 77.99 77.98 77.99 53.59 77.98 47.72 13.13 16.77 68.92 29.64 78.00 69.12 21.27 17.22 16.74 18.84 77.94 68.76
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.44 1.54 0.45 0.38 64.98 0.00 0.00 0.10 17.76 7.73 8.10 8.35 6.19 21.40 66.25 19.54 14.18 15.37 72.09 16.12 8.26 8.38 21.81 74.01 19.25 13.58 14.71 15.73 67.48 16.81 8.05 41.35 72.54 67.29 67.66 60.76 53.66 47.41 71.64 15.44 14.77 60.07 69.51 69.52 53.39 54.72 53.44 53.27 61.37 73.18 73.18 76.88 77.99 77.99 77.98 77.99 55.44 77.99 47.72 16.11 17.97 68.92 30.89 78.00 69.85 22.08 17.73 23.78 31.43 77.94 75.09
4.36 1.36 0.38 0.00 71.98 0.00 0.00 18.63 18.87 8.11 8.35 8.74 6.33 18.63 70.56 21.43 15.37 16.12 73.94 17.41 8.32 8.32 21.46 67.63 21.89 14.71 15.73 16.80 77.55 18.02 7.72 46.15 73.63 69.22 60.81 53.69 66.07 46.57 60.48 15.50 15.18 60.04 69.51 69.51 52.42 53.45 53.27 52.45 61.38 73.23 73.60 76.87 78.00 78.00 78.00 78.00 58.07 77.99 78.00 17.97 38.54 77.00 53.70 78.00 69.28 22.94 17.67 18.67 19.15 77.95 71.00
31.96 19.18 9.49 18.69 73.42 17.17 2.66 71.43 20.34 15.12 21.37 26.88 3.84 71.79 0.00 20.80 20.71 26.70 72.30 28.22 7.30 46.65 69.01 75.74 19.81 23.65 32.82 38.83 75.45 18.88 19.18 5.65 0.10 1.16 49.39 52.65 55.06 44.48 64.93 0.00 0.07 47.50 39.47 43.53 25.60 23.85 26.80 27.29 28.32 0.00 0.00 68.58 0.90 1.52 0.01 0.04 8.13 5.62 38.43 67.97 71.90 71.50 0.00 77.89 76.80 67.84 42.62 77.45 77.61 71.25 76.50
2.33 1.34 0.36 0.00 36.39 0.00 0.00 0.00 14.66 5.49 3.22 3.75 3.21 16.30 14.24 14.42 10.18 10.57 36.27 11.30 3.14 3.21 18.41 36.82 12.14 9.19 8.61 9.03 30.40 6.80 4.17 18.69 16.72 32.04 27.83 28.01 27.92 20.01 36.56 0.00 0.00 45.57 47.62 38.87 30.99 32.38 34.24 34.17 33.51 25.35 16.98 39.21 0.90 1.52 0.01 14.79 16.71 5.30 0.00 7.99 9.66 32.33 10.31 44.99 54.53 4.60 6.69 6.71 5.62 38.45 31.26
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 64 of 65
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 12.94 654 8.00 8.00 8.00 2.173 87.75 0.0 100.0 PS-HC1-LEAD 12.94 654 8.00 8.00 8.00 2.173 87.75 0.0 100.0
Analysis begun on: Tue Nov 17 10:00:26 2015 Analysis ended on: Tue Nov 17 10:06:53 2015 Total elapsed time: 00:06:27
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 10 Year 72 Hour Event Page - 65 of 65
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 03: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.060 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.760 minimum elevation drop minimum elevation drop negative offset -4.760 negative offset -4.760 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-179 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 ignored for Link CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 ignored for Link CDT-215 ignored for Link CDT-217 ignored for Link CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 ignored for Link CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 ignored for Link CDT-279 ignored for Link CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439 0.001 used for Conduit CDT-525
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 1 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239 U-240 U-242 U-244
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 25 Year 72 Hour Event Page - 2 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398 U-399 U-402 U-404
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Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04:
minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit U-406 0.001 used for Conduit U-407 ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit U-411 0.001 used for Conduit U-413 0.001 used for Conduit U-414 0.001 used for Conduit U-415 0.001 used for Conduit U-416 0.001 used for Conduit U-417 0.001 used for Conduit U-418 ignored for Link U-419 0.001 used for Conduit U-420 0.001 used for Conduit U-421 0.001 used for Conduit U-423 0.001 used for Conduit U-428 0.001 used for Conduit U-430 0.001 used for Conduit U-434 0.001 used for Conduit U-437 0.001 used for Conduit U-439 0.001 used for Conduit U-48 0.001 used for Conduit U-481 0.001 used for Conduit U-483 0.001 used for Conduit U-496 0.001 used for Conduit U-497 0.001 used for Conduit U-498 0.001 used for Conduit U-50 0.001 used for Conduit U-501 0.001 used for Conduit U-513 0.001 used for Conduit U-518-NEW 0.001 used for Conduit U-523 ignored for Link U-524-NEW 0.001 used for Conduit U-525 0.001 used for Conduit U-526 0.001 used for Conduit U-527 0.001 used for Conduit U-53 0.001 used for Conduit U-531 0.001 used for Conduit U-534-NEW 0.001 used for Conduit U-54 0.001 used for Conduit U-545 0.001 used for Conduit U-547 0.001 used for Conduit U-55 0.001 used for Conduit U-557 0.001 used for Conduit U-559 0.001 used for Conduit U-56 0.001 used for Conduit U-562 0.001 used for Conduit U-565 0.001 used for Conduit U-568 0.001 used for Conduit U-569 0.001 used for Conduit U-572 0.001 used for Conduit U-580 0.001 used for Conduit U-583 0.001 used for Conduit U-584 0.001 used for Conduit U-587 0.001 used for Conduit U-589 0.001 used for Conduit U-590 0.001 used for Conduit U-591 0.001 used for Conduit U-596 0.001 used for Conduit U-599 0.001 used for Conduit U-60 0.001 used for Conduit U-601 0.001 used for Conduit U-604 0.001 used for Conduit U-608 0.001 used for Conduit U-609 0.001 used for Conduit U-612 ignored for Link U-614 0.001 used for Conduit U-616 0.001 used for Conduit U-618 0.001 used for Conduit U-62 0.001 used for Conduit U-621 0.001 used for Conduit U-623 0.001 used for Conduit U-624 0.001 used for Conduit U-625 0.001 used for Conduit U-628 0.001 used for Conduit U-629 0.001 used for Conduit U-632 ignored for Link U-633 ignored for Link U-633 0.001 used for Conduit U-633 0.001 used for Conduit U-637
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 25 Year 72 Hour Event Page - 4 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum
elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001
used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used
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Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit
U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801 U-804 U-807 U-81 U-810
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 25 Year 72 Hour Event Page - 5 of 62
Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 6.600 increased for Node J-109 Warning 02: maximum depth 6.210 increased for Node J-126 Warning 02: maximum depth 6.040 increased for Node J-127 Warning 02: maximum depth 6.080 increased for Node J-128 Warning 02: maximum depth 10.360 increased for Node J-15A Warning 02: maximum depth 6.110 increased for Node J-259 Warning 02: maximum depth 8.950 increased for Node J-268 Warning 02: maximum depth 6.260 increased for Node J-278 Warning 02: maximum depth 8.950 increased for Node J-284
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 6 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth depth
10.460 increased for Node J-328A 11.060 increased for Node J-432B 8.950 increased for Node J-444-WEIR 10.760 increased for Node J-54B 6.090 increased for Node J-570 7.560 increased for Node J-611 7.950 increased for Node J-692-WEIR 9.560 increased for Node J-757 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------373.653 0.000 50.101 264.992 58.744 -0.049
Depth inches ------10.870 0.000 1.458 7.709 1.709
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 264.561 0.000 0.000 0.000 241.817 0.000 0.000 0.000 0.033 24.576 -0.680
Volume 10^6 gal --------0.000 86.211 0.000 0.000 0.000 78.800 0.000 0.000 0.000 0.011 8.008
***************************** Highest Continuity Errors ***************************** Node J-566-WEIR Node JCT-26-WEIR Node J-748-WEIR-STANTEC Node J-444-WEIR Node JCT-26 Node J-354B Node J-618
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
-213.91% -111.52% -70.62% -39.59% -32.44% 23.75% 22.70%
-1.0349 -1.7062 -2.4163 -0.7267 -0.8637 0.3785 0.1827
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 7 of 62
Node Node Node Node Node Node Node Node Node Node Node Node Node
J-174 J-632 J-82 J-902 J-61A J-792 J-104 J-566 J-54A J-256 J-697 J-748 J-588
22.14% 21.49% 21.39% -21.23% 21.14% -20.87% 19.85% 19.80% 18.76% -17.71% 17.51% 17.48% 17.16%
0.1561 0.1577 0.2346 -0.3698 0.0822 -0.1751 0.5148 0.6811 0.0831 -0.2765 0.1982 1.0872 0.2172 -3.5958 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-262-NEW (15.15%) Link U-346 (5.06%) Link U-300 (4.19%) Link U-295 (3.40%) Link U-837 (3.22%) Link U-155 (2.88%) Link U-496 (2.86%) Link U-193 (2.77%) Link U-390 (2.44%) Link U-199 (2.00%) Link U-293 (1.88%) Link U-298 (1.85%) Link U-599 (1.79%) Link U-105 (1.77%) Link U-587 (1.71%) Link U-231 (1.64%) Link U-64 (1.59%) Link U-197 (1.58%) Link U-624 (1.42%) Link U-572 (1.36%)
************************************ Highest Flow Instability Indexes ************************************ Link U-869 (130) Link U-550 (82) Link U-572 (78) Link U-221 (77) Link CDT-189 (75) Link CDT-187 (75) Link U-652 (74) Link U-502 (72) Link U-548 (72) Link U-651 (72) Link U-725 (71) Link U-112 (70) Link CDT-299 (69) Link U-864 (69) Link U-98 (69) Link U-129 (69) Link U-710 (67) Link U-688 (64) Link U-413 (63) Link WEIR-J-754-STANTECT (63) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.88 sec 4.00 sec 0.00 4.75 87.18 318687 1515014
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 8 of 62
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 10.87 0.00 0.00 1.41 8.29 0.42 4.85 0.763 SUB-11868 10.87 0.00 0.00 0.90 7.75 0.52 4.63 0.713 SUB-11924 10.87 0.00 0.00 1.60 8.09 0.62 7.22 0.744 SUB-11926 10.87 0.00 0.00 1.60 7.20 1.34 12.28 0.662 SUB-11930 10.87 0.00 0.00 1.60 8.13 0.45 5.20 0.748 SUB-11932 10.87 0.00 0.00 2.05 8.38 0.34 4.35 0.771 SUB-11936 10.87 0.00 0.00 1.16 7.41 0.29 2.93 0.681 SUB-11944 10.87 0.00 0.00 1.60 8.19 0.80 9.49 0.753 SUB-11948 10.87 0.00 0.00 1.60 7.98 0.72 8.07 0.734 SUB-11950 10.87 0.00 0.00 1.28 7.91 0.32 3.42 0.728 SUB-11954 10.87 0.00 0.00 1.60 8.51 0.35 4.45 0.783 SUB-11958 10.87 0.00 0.00 1.60 7.73 0.78 8.30 0.711 SUB-11968 10.87 0.00 0.00 2.07 8.41 0.52 6.80 0.773 SUB-11970 10.87 0.00 0.00 1.41 7.95 0.41 4.60 0.732 SUB-11972 10.87 0.00 0.00 1.60 8.16 0.64 7.52 0.751 SUB-11978 10.87 0.00 0.00 1.60 8.29 0.61 7.36 0.763 SUB-11984 10.87 0.00 0.00 1.60 7.96 0.50 5.60 0.732 SUB-11986 10.87 0.00 0.00 1.53 7.78 0.50 5.39 0.716 SUB-11988 10.87 0.00 0.00 1.57 7.90 0.95 10.52 0.727 SUB-11990 10.87 0.00 0.00 1.60 8.38 0.44 5.40 0.771 SUB-11994 10.87 0.00 0.00 1.60 8.53 0.41 5.28 0.784 SUB-11998 10.87 0.00 0.00 1.60 7.71 0.89 9.35 0.709 SUB-12004 10.87 0.00 0.00 1.60 8.46 0.38 4.79 0.778 SUB-12010 10.87 0.00 0.00 1.60 8.46 0.34 4.23 0.778 SUB-12014 10.87 0.00 0.00 0.90 7.84 0.21 1.90 0.721 SUB-12016 10.87 0.00 0.00 1.60 8.24 0.61 7.35 0.758 SUB-12024 10.87 0.00 0.00 1.58 8.00 0.46 5.17 0.736 SUB-12036 10.87 0.00 0.00 1.57 8.12 0.50 5.83 0.747 SUB-12044 10.87 0.00 0.00 0.90 7.83 0.48 4.32 0.721 SUB-12046 10.87 0.00 0.00 1.60 8.11 0.48 5.56 0.746 SUB-12048 10.87 0.00 0.00 1.46 8.61 0.29 3.60 0.792 SUB-12052 10.87 0.00 0.00 1.59 8.41 0.71 8.86 0.773 SUB-12060 10.87 0.00 0.00 1.60 7.98 0.45 5.06 0.734 SUB-12062 10.87 0.00 0.00 1.60 7.79 0.30 3.20 0.717 SUB-12068 10.87 0.00 0.00 1.59 8.32 0.30 3.69 0.766 SUB-12072 10.87 0.00 0.00 1.60 7.55 1.32 13.32 0.695 SUB-12084 10.87 0.00 0.00 1.60 8.03 0.87 9.93 0.738 SUB-12086 10.87 0.00 0.00 1.60 8.13 0.95 11.14 0.748 SUB-12088 10.87 0.00 0.00 1.60 8.02 0.76 8.69 0.738 SUB-12100 10.87 0.00 0.00 1.60 7.56 0.71 7.24 0.695 SUB-12110 10.87 0.00 0.00 1.60 8.00 0.32 3.64 0.736 SUB-12112 10.87 0.00 0.00 1.60 7.71 0.55 5.81 0.709 SUB-12116 10.87 0.00 0.00 1.60 7.76 0.50 5.36 0.714 SUB-12122 10.87 0.00 0.00 1.60 8.74 0.05 0.62 0.804 SUB-12128 10.87 0.00 0.00 1.60 7.91 0.38 4.25 0.728 SUB-12132 10.87 0.00 0.00 1.60 7.63 0.63 6.54 0.702 SUB-12136 10.87 0.00 0.00 1.60 7.74 0.52 5.54 0.712 SUB-12138 10.87 0.00 0.00 1.60 7.86 0.42 4.61 0.723 SUB-12142 10.87 0.00 0.00 1.60 7.34 1.02 9.74 0.676 SUB-12144 10.87 0.00 0.00 1.60 7.26 1.17 10.93 0.668 SUB-12150 10.87 0.00 0.00 1.60 8.20 0.48 5.76 0.755 SUB-12152 10.87 0.00 0.00 1.60 7.88 0.75 8.27 0.725 SUB-12154 10.87 0.00 0.00 1.60 7.72 1.24 13.08 0.710 SUB-12158 10.87 0.00 0.00 1.60 8.21 0.41 4.92 0.756 SUB-12160 10.87 0.00 0.00 1.60 8.31 0.84 10.27 0.765 SUB-12162 10.87 0.00 0.00 1.60 8.27 0.62 7.53 0.761 SUB-12164 10.87 0.00 0.00 1.60 8.17 0.49 5.79 0.751 SUB-12166 10.87 0.00 0.00 1.60 7.91 0.32 3.55 0.728 SUB-12168 10.87 0.00 0.00 1.60 8.07 0.46 5.30 0.743 SUB-12170 10.87 0.00 0.00 1.60 8.89 0.14 1.98 0.818 SUB-12172 10.87 0.00 0.00 1.60 8.59 0.26 3.41 0.791 SUB-12174 10.87 0.00 0.00 1.60 8.23 0.59 7.02 0.757 SUB-12176 10.87 0.00 0.00 1.60 8.26 0.38 4.63 0.760 SUB-12180 10.87 0.00 0.00 1.60 8.15 0.54 6.31 0.750 SUB-12182 10.87 0.00 0.00 1.60 8.13 0.25 2.92 0.748 SUB-12184 10.87 0.00 0.00 1.60 8.42 0.13 1.58 0.775 SUB-12186 10.87 0.00 0.00 1.60 7.94 0.36 4.04 0.731 SUB-12188 10.87 0.00 0.00 1.60 7.67 0.59 6.15 0.706 SUB-12190 10.87 0.00 0.00 1.60 7.84 0.44 4.79 0.721 SUB-12192 10.87 0.00 0.00 1.60 7.68 0.58 6.04 0.707 SUB-12194 10.87 0.00 0.00 1.60 8.29 0.32 3.85 0.762
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 9 of 62
SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374
10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.60 1.60 1.60 1.60 1.60 1.58 1.54 1.60 1.50 1.56 1.30 1.32 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.38 1.78 2.19 1.60 1.60 1.60 1.60 1.60 1.60 1.50 1.60 1.60 1.14 1.60 1.27 1.18 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.53 1.60 1.60 1.55 1.55 1.60 1.60 1.55 1.60 1.60 1.33 1.47 0.30 0.83 0.90
7.85 8.11 7.95 7.67 8.03 7.64 8.04 7.85 7.86 7.62 7.77 7.99 7.96 8.12 8.36 8.29 8.36 8.35 8.11 8.46 8.75 7.79 7.96 8.12 8.11 7.86 7.51 8.19 8.31 8.12 8.36 8.40 7.87 8.00 8.23 7.81 7.67 7.69 7.53 7.66 7.74 8.31 8.01 8.00 7.77 8.15 7.74 7.45 7.84 7.92 7.86 7.08 8.75 7.35 7.55 8.04 8.12 7.65 8.05 8.67 8.05 8.28 8.57 8.00 8.34 7.69 7.92 7.90 7.69 7.71 7.68 7.60 7.83 8.03 8.61 8.41 8.44 5.32 6.02 6.89
0.35 0.40 0.36 0.59 0.30 0.60 0.26 0.43 0.33 0.58 0.24 0.18 0.35 0.25 0.39 0.41 0.15 0.15 0.26 0.35 0.27 0.48 0.35 0.25 0.26 0.42 1.23 0.45 0.49 0.47 0.33 0.42 0.41 0.64 0.65 0.43 0.74 0.59 0.78 0.46 0.46 0.91 0.44 0.52 0.59 0.37 0.72 0.77 0.33 0.71 1.12 0.92 0.13 0.69 0.58 0.75 0.46 0.62 0.64 0.16 0.29 0.18 0.18 0.32 0.15 0.46 0.38 0.39 0.50 0.49 0.58 0.67 0.39 0.31 0.07 0.09 0.10 0.20 0.22 0.58
3.87 4.62 4.01 6.17 3.46 6.22 2.98 4.68 3.60 6.02 2.56 1.99 3.93 2.97 4.80 4.97 1.83 1.85 2.99 4.47 3.57 5.18 3.89 2.96 3.03 4.59 12.26 5.31 6.00 5.50 4.06 5.21 4.52 7.29 7.74 4.65 7.75 6.19 7.84 4.93 4.53 10.63 4.94 5.90 6.35 4.31 7.69 7.56 3.67 7.84 12.22 9.03 1.80 7.07 5.96 8.59 5.39 6.39 7.37 2.16 3.37 2.16 2.38 3.63 1.88 4.94 4.20 4.34 5.34 5.22 6.06 6.85 4.29 3.49 0.96 1.03 1.23 1.04 1.94 5.24
0.722 0.746 0.731 0.706 0.739 0.703 0.740 0.722 0.723 0.701 0.715 0.735 0.732 0.747 0.769 0.763 0.769 0.768 0.746 0.779 0.805 0.716 0.733 0.747 0.746 0.723 0.691 0.754 0.764 0.747 0.769 0.773 0.724 0.736 0.758 0.718 0.706 0.707 0.692 0.704 0.712 0.765 0.737 0.736 0.715 0.750 0.712 0.685 0.721 0.728 0.723 0.651 0.805 0.676 0.694 0.739 0.747 0.703 0.741 0.798 0.740 0.762 0.788 0.736 0.768 0.708 0.728 0.727 0.707 0.709 0.707 0.699 0.720 0.738 0.792 0.774 0.776 0.489 0.554 0.634
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 10 of 62
SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.90 0.90 0.29 0.33 0.33 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.36 0.38 0.83 1.60 0.88 1.60 1.60 0.31 0.40 1.60 1.60 1.60 1.48 1.49 1.31 0.00
8.70 7.84 6.70 5.85 5.36 7.05 6.12 7.17 7.49 6.28 6.65 5.62 6.85 6.37 6.07 6.93 6.81 5.60 6.27 6.06 8.24 6.55 7.86 8.83 6.29 5.95 8.40 8.12 8.02 7.85 8.06 7.75 8.66
0.37 0.82 0.25 0.22 0.30 0.25 0.59 0.22 0.16 0.51 0.36 0.94 0.30 0.47 0.61 0.28 0.31 0.27 0.18 0.52 0.20 0.37 0.87 0.11 0.21 0.23 0.44 0.26 0.31 0.32 0.23 0.26 0.39
3.32 7.32 1.13 1.12 1.59 2.25 5.30 2.01 1.45 4.55 3.28 8.25 2.72 4.20 5.50 2.52 2.81 1.54 0.99 4.59 2.36 3.34 9.50 1.46 1.00 1.35 5.43 2.97 3.53 3.53 2.62 2.75 3.82
0.800 0.721 0.617 0.538 0.493 0.649 0.563 0.659 0.689 0.578 0.611 0.517 0.630 0.586 0.559 0.638 0.627 0.516 0.577 0.557 0.758 0.603 0.723 0.813 0.579 0.547 0.773 0.747 0.738 0.722 0.741 0.713 0.796
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 4.00 8.34 3.78 2 16:31 3.78 2 16:32 J-104 JUNCTION 4.14 8.27 3.71 2 16:22 3.71 2 16:22 J-106 JUNCTION 3.23 8.26 3.70 2 16:22 3.70 2 16:22 J-109 JUNCTION 3.99 8.09 3.53 2 16:25 3.53 2 16:25 J-11 JUNCTION 3.66 7.71 3.15 2 16:52 3.15 2 16:52 J-110 JUNCTION 4.16 7.65 3.53 2 16:25 3.53 2 16:26 J-113 JUNCTION 4.06 7.99 3.43 2 16:26 3.43 2 16:26 J-114 JUNCTION 4.05 7.98 3.42 2 16:25 3.42 2 16:26 J-118 JUNCTION 3.99 7.97 3.41 2 16:25 3.41 2 16:25 J-12 JUNCTION 3.64 7.71 3.15 2 16:52 3.15 2 16:53 J-121 JUNCTION 3.23 8.26 3.70 2 16:21 3.70 2 16:22 J-126 JUNCTION 4.92 7.38 3.82 2 16:20 3.82 2 16:21 J-126A JUNCTION 4.92 7.60 4.04 2 17:31 4.01 2 16:36 J-127 JUNCTION 4.60 7.25 3.69 2 16:26 3.69 2 16:27 J-128 JUNCTION 3.65 7.22 3.66 2 16:27 3.66 2 16:27 J-129 JUNCTION 3.13 6.97 3.41 2 16:24 3.41 2 16:25 J-130 JUNCTION 3.18 6.82 3.26 2 13:10 3.26 2 13:49 J-131 JUNCTION 3.22 7.06 3.50 2 17:14 3.50 2 16:43 J-132 JUNCTION 3.30 6.88 3.32 2 13:31 3.32 2 13:31 J-137 JUNCTION 3.20 6.90 3.34 2 14:26 3.34 2 14:26 J-139 JUNCTION 3.05 6.99 3.43 2 16:48 3.43 2 16:48 J-140 JUNCTION 3.13 7.16 3.60 2 17:07 3.60 2 17:07 J-147 JUNCTION 3.17 7.45 3.89 2 17:15 3.89 2 17:16 J-148 JUNCTION 3.12 7.54 3.98 2 17:08 3.98 2 17:09 J-149 JUNCTION 3.11 7.54 3.98 2 17:08 3.98 2 17:09 J-15 JUNCTION 3.20 7.54 3.48 2 16:30 3.48 2 16:31 J-152 JUNCTION 3.14 7.59 4.03 2 16:59 4.03 2 16:59 J-153 JUNCTION 3.09 7.62 4.06 2 16:48 4.06 2 16:49 J-155 JUNCTION 3.07 7.65 4.09 2 16:28 4.09 2 16:29 J-156 JUNCTION 3.06 7.72 4.16 2 15:39 4.16 2 15:39 J-158 JUNCTION 2.95 7.82 4.26 2 14:59 4.26 2 14:59 J-158A JUNCTION 2.95 7.82 4.26 2 14:58 4.26 2 15:00 J-15A JUNCTION 0.61 3.49 3.49 2 16:30 3.49 2 16:30 J-160 JUNCTION 2.97 7.82 4.26 2 15:01 4.26 2 15:01 J-161 JUNCTION 3.15 6.60 3.04 2 12:38 3.04 2 12:38 J-162 JUNCTION 3.18 7.31 3.75 2 19:16 3.75 2 16:35
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2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 11 of 62
J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.21 3.28 3.30 3.33 3.31 3.36 3.39 3.36 3.02 2.98 2.96 3.43 2.72 3.06 3.05 3.52 3.04 3.51 3.01 2.88 2.88 3.14 3.14 3.23 3.14 2.72 3.11 3.12 3.12 3.07 3.11 3.14 3.06 3.06 6.90 6.42 4.61 4.53 3.08 3.08 3.07 3.09 3.05 3.01 4.09 2.77 3.15 3.19 3.21 3.16 3.15 2.73 4.65 4.64 4.64 4.55 2.73 3.59 2.87 3.57 3.69 3.13 3.60 4.06 2.80 4.07 2.74 3.23 4.08 3.07 2.74 3.18 3.30 3.36 3.37 3.37 0.00 4.39 3.45 3.38
6.44 6.51 6.60 6.37 6.02 6.16 6.33 6.43 7.82 7.82 7.82 8.32 7.04 7.40 7.67 7.97 7.65 8.34 8.00 7.32 7.56 7.85 7.97 7.84 7.72 7.09 7.68 7.69 7.55 7.51 7.51 7.50 7.48 7.69 11.57 10.99 9.02 8.91 7.65 7.33 7.33 7.29 7.25 7.24 8.14 7.08 7.14 7.14 7.13 7.07 7.07 7.08 6.34 6.29 6.25 5.90 7.09 4.84 4.78 4.65 6.56 6.45 7.02 7.78 7.76 7.83 7.12 6.57 7.76 5.14 7.17 5.61 6.19 6.42 6.57 6.65 0.00 7.76 7.28 6.65
2.88 2.95 3.04 2.81 2.46 2.60 2.77 2.87 4.26 4.26 4.26 4.26 3.48 3.84 4.11 3.91 4.09 4.28 4.44 3.76 4.00 4.29 4.41 4.28 4.16 3.53 4.12 4.13 3.99 3.95 3.95 3.94 3.92 4.13 3.88 3.86 3.85 3.85 4.09 3.77 3.77 3.73 3.69 3.68 3.58 3.52 3.58 3.58 3.57 3.51 3.51 3.52 2.78 2.73 2.69 2.34 3.53 1.28 1.22 1.09 3.00 2.89 2.96 3.22 3.20 3.27 3.56 3.07 3.20 1.58 3.61 2.05 2.63 2.86 3.01 3.09 0.00 3.20 3.22 3.09
2 2 0 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 2 2 2 2 0 2 2 2 1 2 2 2 2 0 2 2 2
12:24 10:54 19:16 22:08 09:41 18:00 12:18 12:18 15:00 15:02 15:01 15:03 16:58 16:30 17:03 16:38 17:02 15:06 15:36 17:21 16:17 15:28 15:34 15:03 16:50 16:56 16:28 16:51 16:36 16:34 16:36 16:31 16:29 16:46 17:20 17:16 17:15 17:15 17:18 16:58 16:58 16:50 16:43 16:42 16:18 16:50 16:17 16:04 16:04 16:16 16:16 16:52 13:39 13:37 13:32 13:32 16:37 10:40 13:56 00:59 20:16 16:20 16:17 15:34 15:33 15:35 16:58 00:00 15:19 13:43 17:33 13:31 13:50 13:46 15:10 16:02 00:00 15:36 15:13 16:27
2.88 2.95 3.04 2.81 2.46 2.60 2.77 2.87 4.26 4.26 4.26 4.26 3.48 3.84 4.08 3.91 4.04 4.28 4.40 3.76 3.97 4.28 4.38 4.28 4.16 3.52 4.12 4.13 3.99 3.95 3.95 3.94 3.92 4.12 3.88 3.86 3.85 3.85 4.07 3.77 3.77 3.73 3.69 3.68 3.58 3.52 3.58 3.58 3.57 3.51 3.51 3.52 2.78 2.73 2.69 2.34 3.53 1.24 1.22 1.08 3.00 2.89 2.96 3.21 3.20 3.27 3.56 2.24 3.20 1.58 3.60 2.05 2.63 2.86 3.01 3.09 0.00 3.20 3.22 3.09
2 2 2 1 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 0 2 2 2 1 2 2 2 2 0 2 2 2
12:25 09:44 10:15 20:06 08:38 22:03 12:19 12:18 15:01 15:03 15:01 15:04 16:29 16:30 17:37 16:38 16:37 15:06 16:36 17:21 16:26 15:29 15:52 15:04 16:51 16:39 16:28 16:52 16:36 16:35 16:36 16:31 16:33 16:32 17:21 16:56 17:16 17:16 16:58 16:58 16:58 16:51 16:43 16:42 16:18 16:51 16:18 16:04 16:05 16:16 16:17 16:52 13:40 13:37 13:32 13:33 16:54 13:56 13:55 03:44 02:24 16:20 16:17 15:08 15:34 15:33 16:59 00:01 15:20 13:46 17:31 13:32 13:51 13:46 15:11 16:03 00:00 15:37 15:14 16:27
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 12 of 62
J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.38 2.89 0.66 2.89 2.87 2.89 2.86 2.78 3.34 3.46 2.71 2.69 2.73 2.20 2.19 2.20 2.20 2.28 2.73 2.26 2.26 2.29 2.27 2.27 2.77 2.74 0.63 2.73 2.99 2.90 2.90 2.82 2.82 2.79 3.31 2.84 2.75 2.75 4.59 4.59 4.60 4.61 4.61 3.27 2.78 2.48 2.52 2.47 2.84 2.78 2.79 2.47 3.25 2.95 2.46 3.96 3.85 2.84 3.87 3.32 3.38 3.47 2.88 2.80 2.79 2.79 2.79 2.79 3.26 2.80 2.80 2.79 3.33 2.76 2.79 4.35 2.78 0.68 3.76 3.75
6.93 7.54 4.02 7.26 7.22 7.16 6.85 7.14 7.34 7.32 7.34 7.34 7.16 6.83 6.82 6.86 6.86 7.07 7.29 7.12 7.16 7.12 7.17 7.22 7.08 7.10 3.65 7.09 7.50 7.45 7.35 7.19 7.25 7.43 7.91 7.31 7.23 7.42 7.24 7.26 7.86 7.37 7.41 7.88 7.11 7.43 7.43 7.43 7.50 7.51 7.50 7.43 7.97 7.92 7.45 8.94 8.47 7.56 8.48 7.98 7.99 8.09 7.59 7.20 8.16 8.16 7.73 7.71 8.19 7.22 7.21 7.24 8.18 7.67 7.75 9.40 7.80 4.26 8.74 8.47
3.37 3.98 4.02 3.70 3.66 3.60 3.29 3.58 3.28 3.26 3.28 3.28 3.60 3.27 3.26 3.30 3.30 3.51 3.73 3.56 3.60 3.56 3.61 3.66 3.52 3.54 3.65 3.53 3.94 3.89 3.79 3.63 3.69 3.87 3.85 3.75 3.67 3.86 3.68 3.70 4.30 3.81 3.85 3.82 3.55 3.87 3.87 3.87 3.94 3.95 3.94 3.87 3.91 3.86 3.89 3.88 3.91 4.00 3.92 3.92 3.93 4.03 4.03 3.64 4.60 4.60 4.17 4.15 4.13 3.66 3.65 3.68 4.12 4.11 4.19 4.24 4.24 4.26 4.18 3.91
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
23:31 13:30 13:29 14:09 14:14 14:19 14:45 17:31 14:47 14:55 14:44 14:43 17:30 14:40 14:40 13:01 12:59 16:27 17:59 16:44 17:35 17:13 17:33 17:47 16:52 16:42 16:43 18:03 16:21 15:45 16:35 18:54 19:40 16:14 16:50 18:08 19:10 20:54 19:56 19:11 02:14 17:52 18:11 17:49 18:04 16:03 15:37 15:20 14:22 14:18 14:18 15:12 14:15 15:07 04:26 14:43 14:15 17:18 14:06 14:06 14:08 14:22 14:34 18:30 12:52 12:52 14:07 14:18 14:26 18:11 18:13 18:11 14:28 14:30 14:46 14:56 14:57 14:52 14:43 13:59
3.29 3.98 4.01 3.70 3.66 3.60 3.29 3.58 3.28 3.26 3.28 3.28 3.60 3.27 3.26 3.30 3.30 3.51 3.70 3.56 3.59 3.56 3.61 3.65 3.52 3.54 3.65 3.53 3.94 3.89 3.79 3.63 3.66 3.87 3.85 3.75 3.67 3.80 3.68 3.69 4.22 3.81 3.82 3.82 3.55 3.87 3.87 3.87 3.94 3.95 3.94 3.87 3.91 3.86 3.86 3.88 3.91 4.00 3.92 3.92 3.93 4.03 4.03 3.64 4.60 4.60 4.17 4.15 4.13 3.65 3.65 3.66 4.12 4.11 4.19 4.24 4.24 4.26 4.18 3.91
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
23:31 13:30 13:26 14:10 14:15 14:19 14:46 17:32 14:47 14:55 14:44 14:44 17:30 14:40 14:41 13:01 12:59 16:27 18:22 16:44 17:56 17:14 17:34 17:52 16:51 16:52 16:53 18:04 16:22 15:45 16:35 18:55 18:01 16:15 16:51 18:09 19:10 21:04 19:57 19:58 21:31 17:52 17:21 17:49 18:05 16:03 15:37 15:21 14:23 14:18 14:19 15:13 14:16 15:08 15:08 14:43 14:15 15:48 14:06 14:06 14:08 14:22 14:35 18:13 12:52 12:51 14:07 14:19 14:27 18:14 18:22 19:02 14:28 14:30 14:46 14:57 14:57 14:48 14:44 13:59
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 13 of 62
J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.77 2.76 2.75 2.75 4.21 2.72 2.79 2.81 2.77 2.80 2.80 5.48 3.57 5.37 0.82 3.58 3.63 3.61 4.21 4.29 4.23 4.22 5.52 4.01 4.18 5.52 4.18 4.55 4.24 4.54 4.84 5.28 4.84 4.91 4.91 5.17 5.14 4.37 4.56 4.64 4.15 4.58 4.12 4.27 4.04 4.27 4.17 4.15 4.13 4.00 4.11 4.13 4.03 3.98 4.07 2.71 2.71 2.71 4.05 4.20 2.71 2.71 2.71 4.43 2.74 2.80 3.17 5.01 5.37 5.39 5.16 5.39 3.17 5.23 4.06 4.01 0.64 0.64 3.88 4.24
7.25 7.47 7.33 7.33 8.42 7.27 7.04 7.09 7.25 7.31 7.37 9.29 7.39 9.12 3.76 7.18 7.20 7.20 7.19 7.19 7.10 7.09 8.08 6.78 8.28 8.63 8.28 6.88 8.38 6.88 7.10 7.53 7.15 7.14 7.14 8.69 7.21 6.55 7.18 7.79 7.18 7.18 7.18 7.20 7.21 7.57 7.39 7.59 7.32 7.25 7.24 7.23 7.21 7.21 7.23 7.26 7.26 7.26 8.15 7.18 7.26 7.26 7.26 7.02 7.26 7.25 8.41 6.63 7.17 7.20 7.22 11.58 8.41 7.19 7.18 6.81 3.66 3.83 6.69 7.13
3.69 3.91 3.77 3.77 3.36 3.71 3.48 3.53 3.69 3.75 3.81 3.75 3.83 3.74 3.76 3.65 3.64 3.64 3.63 3.63 3.54 3.53 3.02 3.22 3.22 3.57 3.22 3.32 3.32 3.32 3.54 3.54 3.59 3.58 3.58 5.13 3.65 2.69 3.62 4.23 3.62 3.62 3.62 3.64 3.65 3.83 3.83 4.03 3.76 3.69 3.68 3.67 3.65 3.65 3.67 3.70 3.70 3.70 3.09 3.47 3.70 3.70 3.70 3.06 3.70 3.69 3.65 3.07 3.61 3.64 3.66 8.02 3.65 3.63 3.62 3.25 3.66 3.83 3.13 3.28
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
19:57 13:59 15:09 15:09 12:30 23:50 13:42 13:45 19:57 13:54 13:34 13:57 13:36 14:06 13:58 15:11 15:12 15:39 15:48 15:54 17:15 17:06 12:41 17:51 12:33 13:02 12:32 17:52 12:33 18:00 17:43 17:43 00:02 18:14 18:13 10:32 18:23 17:26 18:14 10:50 18:18 18:18 20:24 18:38 18:53 16:10 16:09 15:37 16:10 17:58 17:59 20:16 19:48 19:48 20:10 20:38 20:38 20:35 16:37 15:45 20:35 20:34 20:33 17:25 20:27 20:26 18:36 17:17 16:18 21:42 21:27 09:44 18:26 18:31 20:23 17:22 18:35 18:08 17:11 21:41
3.69 3.91 3.77 3.77 3.36 3.36 3.48 3.53 3.69 3.75 3.80 3.75 3.80 3.74 3.76 3.65 3.64 3.64 3.63 3.63 3.54 3.53 3.02 3.03 3.21 3.24 3.22 3.32 3.32 3.32 3.54 3.54 3.54 3.57 3.58 5.04 3.64 2.69 3.62 4.13 3.62 3.62 3.62 3.64 3.65 3.83 3.82 4.02 3.76 3.69 3.68 3.67 3.65 3.65 3.67 3.70 3.70 3.70 3.09 3.47 3.70 3.70 3.70 3.00 3.70 3.69 3.65 3.07 3.61 3.64 3.65 5.41 3.65 3.63 3.62 3.22 3.65 3.83 3.12 3.27
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2
19:58 13:59 15:10 15:10 12:30 23:27 13:43 13:45 19:58 13:55 14:04 13:58 13:38 13:59 13:58 15:12 15:13 15:40 15:49 15:55 17:16 17:07 12:42 21:32 12:32 19:02 12:33 17:56 12:29 18:01 17:44 17:43 17:43 18:14 18:13 10:51 18:24 17:26 18:15 10:23 18:19 18:19 20:25 18:38 18:53 16:11 16:10 15:38 16:10 17:58 17:59 20:16 19:49 19:49 20:11 20:39 20:39 20:36 16:38 15:46 20:35 20:35 20:33 17:25 20:27 20:27 18:36 17:18 16:19 21:10 18:22 08:00 18:27 18:31 20:23 17:23 18:29 17:56 22:39 21:42
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 14 of 62
J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.35 4.79 6.65 5.66 3.70 3.73 3.74 2.60 2.60 4.07 3.98 0.49 1.22 2.15 1.70 2.54 4.46 4.46 4.46 3.22 3.22 3.73 3.77 3.28 3.57 3.17 4.66 3.95 3.95 4.53 3.17 3.16 5.81 5.81 5.81 4.71 5.79 3.09 3.09 3.09 3.17 3.16 4.04 3.81 3.17 3.11 3.06 3.35 3.32 3.51 3.50 3.05 3.17 3.12 3.64 3.12 3.12 3.11 2.87 0.64 2.82 2.79 2.78 2.80 2.88 2.90 2.88 3.29 2.82 2.87 2.83 2.76 2.76 0.64 2.79 2.80 0.64 2.80 2.80 2.80
7.92 8.29 10.72 9.77 6.40 6.32 8.02 6.65 7.03 8.15 8.11 4.03 8.01 11.66 9.30 6.58 6.65 7.07 6.95 4.46 4.46 8.01 7.10 6.56 7.10 8.41 8.10 7.51 7.51 8.00 8.42 8.37 8.97 8.97 8.97 8.38 9.06 6.89 6.89 6.89 8.51 8.44 8.15 7.85 8.39 6.36 6.25 6.56 5.57 6.43 6.50 6.22 8.40 7.11 7.12 7.12 6.69 6.60 7.25 3.64 7.24 7.24 7.35 7.21 7.21 7.58 7.21 7.68 7.18 7.58 7.20 7.20 7.20 3.64 7.01 7.08 3.52 7.05 7.09 7.03
3.88 3.89 2.77 2.79 2.84 2.76 4.02 3.09 3.47 3.09 3.05 4.03 4.01 3.03 3.05 3.02 3.09 3.51 3.39 0.90 0.90 4.01 3.04 3.00 3.04 3.65 3.04 3.45 3.45 3.44 3.66 3.61 2.91 2.91 2.91 3.51 3.50 3.33 3.33 3.33 3.75 3.68 3.09 3.09 3.63 2.80 2.69 3.00 2.01 2.37 2.44 2.66 3.64 3.55 3.56 3.56 3.13 3.04 3.69 3.64 3.68 3.68 3.79 3.65 3.65 4.02 3.65 3.62 3.62 4.02 3.64 3.64 3.64 3.64 3.45 3.52 3.52 3.49 3.53 3.47
1 1 2 1 0 2 0 2 3 2 2 3 2 3 2 2 2 2 2 2 2 0 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
22:12 22:54 10:04 10:04 15:13 14:26 00:00 16:33 05:43 16:30 13:21 04:41 12:12 03:52 20:56 15:12 16:31 23:29 23:17 12:15 12:15 00:00 21:43 09:55 21:23 18:20 08:56 12:58 12:58 12:55 18:29 17:40 12:51 12:51 12:51 12:27 12:30 13:03 13:03 13:03 17:59 18:05 16:38 16:38 18:07 12:47 12:42 09:04 09:36 12:18 11:13 12:40 18:17 12:16 12:17 12:17 12:47 12:48 19:59 18:09 19:54 19:53 19:50 18:51 18:51 14:43 18:44 18:12 18:12 14:43 18:06 18:11 18:12 18:45 17:00 16:46 16:45 16:54 17:28 16:42
3.87 3.89 0.25 0.19 2.84 2.75 1.08 3.09 3.30 3.09 3.04 4.02 4.01 3.02 3.05 3.02 3.09 3.49 3.33 0.89 0.89 0.61 3.04 3.00 3.04 3.65 3.04 3.45 3.45 3.44 3.66 3.61 2.91 2.91 2.91 3.51 3.50 3.33 3.33 3.33 3.74 3.67 3.09 3.09 3.63 2.80 2.69 3.00 2.00 2.37 2.44 2.66 3.64 3.55 3.55 3.55 3.13 3.04 3.69 3.64 3.68 3.68 3.75 3.65 3.65 4.02 3.65 3.62 3.62 4.02 3.64 3.64 3.64 3.64 3.45 3.52 3.52 3.49 3.53 3.47
1 1 2 2 2 2 1 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 0 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 0 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
09:19 19:55 10:40 10:04 20:24 21:01 21:34 16:33 23:24 16:31 13:32 04:41 13:09 03:40 20:56 15:12 16:31 23:31 23:31 12:16 12:16 08:59 18:53 08:23 09:15 18:22 02:16 12:58 12:58 12:56 18:34 17:28 12:51 12:50 12:51 12:27 12:30 13:04 13:04 13:04 19:04 17:41 16:38 16:38 18:08 12:47 12:42 21:02 09:57 12:18 18:47 12:40 18:07 12:17 12:18 12:17 12:47 12:48 19:59 18:10 19:52 19:53 20:48 18:52 18:52 14:43 18:44 18:12 18:13 14:44 18:07 18:11 18:12 18:15 17:00 16:47 16:37 16:33 17:24 16:43
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J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.80 3.83 3.80 3.73 2.84 3.72 4.55 4.64 4.64 3.76 2.83 0.98 0.96 0.92 0.88 0.82 0.76 2.30 2.29 3.37 3.65 3.36 3.19 3.20 3.27 3.28 3.30 2.59 2.75 2.76 2.86 2.61 2.56 2.72 2.94 2.81 2.81 2.81 2.74 6.44 2.92 3.22 3.16 3.16 3.14 2.15 5.03 4.91 3.82 5.05 5.11 3.90 5.25 5.70 5.79 5.91 5.52 3.90 3.47 5.37 2.77 4.01 5.55 4.16 2.45 2.45 2.46 2.54 2.92 2.49 2.60 2.61 2.60 2.43 2.92 2.92 2.45 2.46 2.46 2.40
7.02 7.96 7.88 7.73 7.44 7.73 7.36 7.65 7.65 7.73 7.44 6.47 6.37 6.21 6.06 5.89 5.88 3.44 5.19 7.56 7.66 6.85 6.80 6.81 7.05 6.75 6.86 7.09 7.05 6.87 7.58 6.88 7.22 7.26 7.60 7.64 7.87 7.65 10.64 25.72 7.59 8.42 8.50 8.50 8.51 7.54 8.38 8.37 7.19 8.38 8.41 7.34 8.57 8.89 9.07 9.23 8.89 7.71 7.06 9.06 7.25 8.26 8.13 8.13 7.60 7.80 7.43 7.27 7.72 6.96 6.91 6.90 6.89 6.85 12.67 7.72 6.86 6.85 6.99 6.94
3.46 3.40 3.32 3.17 3.88 3.17 2.80 3.09 3.09 3.17 3.88 3.91 3.81 3.65 3.50 3.33 3.32 0.88 2.63 4.00 3.10 3.29 3.24 3.25 3.49 3.19 3.30 3.53 3.49 3.31 4.02 3.32 3.66 3.70 4.04 4.08 4.31 4.09 7.08 22.16 4.03 3.66 3.74 3.74 3.75 3.98 3.62 3.61 3.63 3.62 3.65 3.78 3.66 3.53 3.59 3.65 3.53 4.15 3.50 3.50 3.69 3.70 3.07 3.07 4.04 4.24 3.87 3.71 4.16 3.40 3.35 3.34 3.33 3.29 9.11 4.16 3.30 3.29 3.43 3.38
2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 0 0 2 1 1 1 1 1 2 2 2 2 2 2 3 3 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2
16:59 17:09 17:10 16:56 16:09 16:56 00:00 17:02 17:00 16:52 16:10 13:29 13:23 19:13 12:18 12:20 12:20 20:14 00:00 21:36 16:38 07:53 08:55 08:25 06:35 19:13 12:18 12:53 12:49 15:20 14:43 14:32 05:26 05:25 14:46 05:02 05:10 05:02 04:53 04:01 14:37 17:57 17:44 17:38 17:34 16:14 19:23 19:23 19:27 18:19 20:30 20:55 20:30 19:35 19:02 18:59 19:35 21:49 12:30 12:30 19:57 16:18 12:35 16:17 05:07 05:13 13:13 13:14 15:00 13:08 13:01 12:50 12:40 11:58 01:29 15:00 12:01 13:13 12:28 12:26
3.46 3.40 3.32 3.17 3.88 3.17 2.26 3.09 3.09 3.17 3.88 3.91 3.81 3.65 3.50 3.33 3.32 0.74 0.62 4.00 3.10 3.29 3.24 3.23 3.49 3.19 3.30 3.53 3.49 3.31 4.02 3.31 3.66 3.70 4.04 4.08 4.27 4.08 7.08 22.16 4.03 3.66 3.74 3.74 3.75 3.92 3.62 3.61 3.61 3.62 3.65 3.71 3.66 3.53 3.59 3.65 3.53 4.06 3.50 3.50 3.69 3.70 3.07 3.07 4.04 4.13 3.87 3.71 4.16 3.40 3.35 3.34 3.33 3.29 6.98 4.16 3.30 3.29 3.43 3.38
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 1 1 1 1 2 2 2 2 2 2 3 3 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2
17:00 17:09 17:10 16:57 16:10 16:56 20:55 17:02 17:01 16:52 16:11 13:29 13:23 21:33 12:18 12:21 12:21 20:15 21:06 21:36 16:39 10:55 21:02 10:31 06:54 22:57 12:19 12:53 12:49 15:20 14:44 14:33 05:27 05:25 14:47 05:03 05:11 05:02 04:53 04:01 14:38 17:57 17:25 17:38 17:11 17:55 19:23 19:23 19:23 18:20 20:31 21:20 20:31 19:29 19:02 19:00 19:29 21:50 12:30 12:30 19:58 16:19 12:35 16:17 05:07 05:11 13:13 13:14 15:01 13:08 13:02 12:50 12:40 11:58 20:52 14:59 12:02 12:02 12:28 12:27
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J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.35 2.34 2.41 2.49 2.31 1.83 4.10 3.04 1.82 1.83 1.75 1.73 1.74 1.75 1.76 1.76 3.57 1.77 1.86 1.85 3.50 1.85 1.85 1.40 3.50 3.58 1.39 1.38 1.37 1.36 1.34 5.57 0.44 0.45 0.47 0.47 3.58 0.48 8.25 3.59 3.76 3.39 3.40 3.39 3.39 2.80 2.79 2.79 2.78 2.79 2.78 2.78 2.78 4.80 4.78 3.92 3.32 3.34 3.26 3.27 3.73 2.76 2.76 2.85 2.97 3.93 2.92 3.52 3.65 3.15 4.47 5.68 6.11 3.70 3.82 3.71 3.25 3.30 9.24 4.68
6.88 6.86 6.87 6.88 6.86 7.04 7.45 7.71 6.64 6.64 6.50 6.49 6.49 6.52 6.55 6.56 8.32 6.58 6.68 6.67 8.32 6.67 6.66 6.08 14.06 8.32 5.92 5.86 6.05 6.60 6.30 6.69 1.40 1.83 2.51 2.69 7.91 3.37 12.00 7.87 6.13 8.23 5.68 5.70 5.71 7.25 7.25 7.25 7.25 7.25 7.24 7.24 7.37 8.64 8.04 8.14 7.56 7.56 9.50 6.54 8.00 7.24 7.89 8.18 7.63 7.06 4.98 7.85 7.71 7.35 6.00 8.60 8.60 4.95 4.93 7.65 4.31 4.28 10.21 7.72
3.32 3.30 3.31 3.32 3.30 3.44 3.85 4.15 3.04 3.04 2.90 2.89 2.89 2.92 2.95 2.96 4.26 2.98 3.08 3.07 4.26 3.07 3.06 2.48 10.00 4.26 2.32 2.26 2.45 3.00 2.70 -2.31 -2.20 -1.77 -1.09 -0.91 3.85 -0.23 3.50 3.81 2.07 4.67 2.12 2.14 2.15 3.69 3.69 3.69 3.69 3.69 3.68 3.68 3.81 4.18 3.67 4.58 4.00 4.00 6.00 3.04 4.00 3.68 4.33 4.62 4.07 3.50 3.62 3.79 3.15 3.79 2.44 2.66 2.66 0.89 0.87 3.09 0.75 0.72 1.21 4.16
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 0 0 1 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2
12:21 11:58 11:57 11:57 11:57 13:12 16:11 15:03 16:12 16:12 15:41 15:30 15:30 15:31 15:25 15:26 15:07 15:23 16:50 16:36 15:05 16:31 16:23 12:56 03:49 15:02 13:16 13:27 13:15 13:14 13:15 12:15 12:15 12:15 12:15 12:15 16:18 12:15 12:59 16:17 12:31 14:15 12:30 12:27 12:44 19:48 19:54 19:40 19:40 19:39 20:25 19:59 20:54 00:19 19:29 22:45 00:00 00:00 10:24 08:03 00:00 20:17 22:24 20:00 20:36 09:15 18:25 16:32 16:53 16:31 12:22 12:50 12:50 12:15 12:15 16:57 09:05 09:08 12:15 12:32
3.32 3.30 3.31 3.32 3.30 3.44 3.85 4.15 3.04 3.04 2.90 2.89 2.89 2.92 2.95 2.96 4.26 2.98 3.08 3.07 4.26 3.07 3.06 2.48 5.86 4.26 2.32 2.26 2.45 3.00 2.69 -2.31 -2.20 -1.77 -1.09 -0.91 3.85 -0.23 3.50 3.81 2.07 4.67 2.12 2.13 2.14 3.69 3.69 3.69 3.69 3.69 3.68 3.68 3.79 4.07 3.67 4.39 2.12 3.68 6.00 3.04 0.73 3.68 4.22 4.62 4.07 3.49 3.62 3.79 3.15 3.79 2.42 2.66 2.66 0.89 0.86 3.09 0.72 0.72 1.21 4.16
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2
12:21 11:59 11:58 11:57 11:57 01:38 16:11 15:03 16:12 16:12 15:42 15:31 15:31 15:32 15:26 15:27 15:07 15:24 16:50 16:36 15:06 16:32 16:23 12:56 17:18 15:03 13:16 13:28 13:15 17:18 11:52 12:15 12:15 12:15 12:15 12:15 16:19 12:15 09:37 16:18 12:32 13:25 12:31 12:27 12:35 19:48 19:54 19:54 19:40 19:39 20:25 20:00 20:45 23:32 19:30 21:08 12:15 12:15 13:04 07:02 09:01 20:17 21:31 21:38 20:37 09:16 18:25 16:32 16:54 16:31 15:57 12:51 12:51 12:16 12:16 16:57 20:42 09:01 12:15 12:32
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 17 of 62
JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
3.55 3.73 3.73 3.73 0.00 0.00 3.73 3.73 0.00 5.22 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 2.29 3.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.62 1.73 1.74 0.00 6.09
7.59 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.57 2.68 0.00 8.11
3.59 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.07 1.18 -1.00 -7.89
2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:18 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:58 12:15 12:15 00:00 12:06
3.59 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.07 1.18 -1.00 -7.96
2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:19 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:59 12:15 12:15 00:00 15:47
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 7.81 2 10:29 0 3.24 -0.508 J-104 JUNCTION 4.52 13.60 2 12:15 0.411 2.59 24.764 J-106 JUNCTION 0.00 6.25 2 10:57 0 0.563 11.742 J-109 JUNCTION 0.00 7.72 2 09:22 0 3.57 0.286 J-11 JUNCTION 0.00 14.40 3 01:36 0 4.32 5.606 J-110 JUNCTION 5.31 8.14 2 12:03 0.447 1.59 0.423 J-113 JUNCTION 0.00 12.15 1 16:41 0 3.86 8.697 J-114 JUNCTION 0.00 16.37 3 03:54 0 4.54 1.807 J-118 JUNCTION 0.00 19.35 3 05:21 0 5.77 -0.445 J-12 JUNCTION 0.00 13.34 2 08:22 0 3.39 1.523 J-121 JUNCTION 5.21 5.71 2 08:47 0.419 0.557 5.660 J-126 JUNCTION 12.26 12.26 2 12:15 1.22 1.43 0.260 J-126A JUNCTION 0.00 8.55 2 21:10 0 0.346 0.000 J-127 JUNCTION 0.00 2.19 2 11:48 0 1.11 0.119 J-128 JUNCTION 0.00 2.19 2 11:48 0 1.12 0.294 J-129 JUNCTION 9.49 10.75 3 02:52 0.8 3.3 -5.922 J-130 JUNCTION 0.00 9.78 3 01:41 0 5.76 0.262 J-131 JUNCTION 0.00 7.77 2 16:38 0 5.57 0.220
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
% % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 18 of 62
J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-158A J-15A J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
7.22 0.00 0.00 0.00 8.58 0.00 0.00 1.46 7.37 0.00 0.00 0.00 12.28 0.00 0.00 0.00 3.37 0.00 2.16 0.00 1.88 3.63 0.00 0.00 2.38 2.16 0.00 0.00 0.00 0.00 4.63 4.06 0.00 7.29 0.00 7.52 0.00 5.40 0.00 0.00 0.00 9.35 0.00 0.00 3.53 0.00 0.00 2.97 5.18 0.00 3.89 0.00 6.00 0.00 0.00 5.50 0.00 0.00 3.57 0.00 4.47 0.00 4.23 0.00 2.96 3.03 5.43 0.00 7.35 6.03 5.28 0.00 7.36 0.00 0.00 0.00 0.00 0.00 0.00 4.79
7.22 3.41 4.56 4.65 9.18 5.82 4.35 17.28 7.37 4.04 4.04 3.46 23.13 19.35 8.28 10.56 6.73 9.13 8.95 6.98 7.04 8.44 12.06 4.90 5.91 3.26 4.66 2.32 4.82 8.10 21.90 20.93 17.03 20.54 15.95 23.28 21.40 20.91 18.42 27.30 25.10 9.52 5.52 15.90 6.42 5.61 5.09 7.01 5.18 3.36 16.04 13.80 7.04 10.19 19.81 34.32 23.44 3.13 4.12 3.21 6.67 9.22 15.59 4.01 10.35 5.41 6.03 17.71 19.96 21.12 5.28 4.41 7.83 2.95 17.20 3.00 5.63 5.63 5.63 11.67
2 0 3 3 2 2 2 2 2 2 1 2 2 2 2 2 3 0 3 2 3 2 2 1 1 0 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 1 2 1 1 2 1 2 1 2 2 1 1 2 2 0 2 0 2 2 2 2 2 1
12:15 08:41 05:58 05:50 12:15 09:03 01:37 11:51 12:15 07:20 08:18 04:36 10:47 10:51 11:50 10:45 02:29 09:13 01:17 13:15 00:30 12:27 12:15 09:26 21:32 22:54 09:06 07:38 22:35 05:36 11:47 11:15 09:52 09:41 09:40 10:08 10:08 10:21 10:16 10:16 10:16 12:14 12:19 11:30 12:15 07:28 18:10 09:25 12:15 04:05 09:20 07:42 12:15 07:22 10:20 10:23 10:39 23:49 07:38 20:55 16:25 00:59 22:51 11:27 23:48 03:43 12:15 13:31 08:57 11:48 12:15 20:36 12:15 14:42 10:27 04:43 13:57 13:56 13:57 17:38
0.623 0 0 0 0.751 0 0 0.106 0.642 0 0 0 1.34 0 0 0 0.294 0 0.179 0 0.153 0.32 0 0 0.184 0.163 0 0 0 0 0.384 0.329 0 0.643 0 0.638 0 0.436 0 0 0 0.886 0 0 0.31 0 0 0.254 0.482 0 0.346 0 0.493 0 0 0.472 0 0 0.265 0 0.354 0 0.335 0 0.253 0.261 0.436 0 0.612 0.576 0.413 0 0.607 0 0 0 0 0 0 0.38
3.11 2.49 3.18 2.79 2.82 2.54 0.349 1.99 2.29 1.75 1.68 1.62 4.03 1.89 0.0737 2.19 5.75 5.75 6.05 6.03 6.22 6.44 7.37 1.39 1.28 0.631 0.705 0.263 1.54 2.01 2.09 1.19 0.779 1.82 0.902 1.19 0.554 1.79 1.48 1.74 1.37 1.58 1.38 0.333 1.65 1.37 1.62 2.42 1.17 0.96 1.7 1.28 0.937 1.48 2.01 3.43 1.63 1.04 1.21 1.17 1.53 3.8 3.48 0.68 0.669 0.523 1.24 1.61 4.86 2 0.68 1.06 1.56 1.51 0.455 1.34 3.09 2.42 2.48 2.51
3.111 7.020 3.098 4.099 -0.283 2.297 5.628 2.129 0.127 4.186 6.782 10.762 0.132 0.303 23.108 2.692 -0.394 -0.113 3.295 2.607 1.646 0.246 1.914 10.160 10.490 16.094 28.431 50.862 6.343 -0.587 1.041 0.308 -8.419 0.634 -10.604 0.784 3.276 0.106 0.000 0.411 -1.029 5.986 5.903 -3.838 -1.176 1.218 6.759 -0.837 12.272 13.229 -0.127 9.191 -7.687 9.351 -0.166 -0.204 1.854 7.028 4.356 9.029 5.809 1.426 7.535 9.767 16.732 1.883 3.571 4.765 1.655 0.667 -7.220 3.224 -15.045 -0.025 6.664 0.095 0.034 -0.778 -0.127 -1.520
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 19 of 62
J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.59 0.00 0.00 0.00 4.79 0.00 0.00 0.00 0.00 0.00 0.00 5.16 0.00 0.00 0.00 0.00 0.00 2.99 0.00 9.50 0.00 0.00 0.00 1.83 0.00 0.00 1.85 0.00 0.00 4.97 5.06 4.80 0.00 4.62 0.00 3.93 0.00 3.85 0.00 0.00 5.83 0.00 0.00 3.87 0.00 0.00 0.00 0.00 0.00 10.52 0.00 10.62 0.00 0.00 5.60 0.00 5.39 0.00 0.00 6.80 0.00 0.00 0.00 0.00 4.53 0.00 0.00 7.84 0.00 0.00 0.00 4.93 0.00 0.00 7.69 0.00 4.31 0.00 0.00 6.19
7.96 27.86 14.05 11.48 15.36 11.11 35.97 4.47 10.50 3.96 5.21 6.74 8.11 17.03 0.00 30.99 26.39 22.15 19.32 10.82 9.21 8.31 7.90 7.16 22.13 2.78 20.93 19.33 13.04 21.33 16.39 9.57 13.99 27.58 24.90 5.86 11.79 21.54 20.06 3.33 18.27 15.31 4.21 9.15 9.32 7.11 2.94 3.95 4.05 23.58 21.69 13.90 5.00 2.90 18.03 16.70 10.08 21.77 24.33 20.12 18.03 5.78 3.28 4.67 5.16 5.90 6.37 8.43 7.37 5.03 7.67 32.11 22.56 6.35 13.58 16.56 14.69 8.79 5.80 6.19
1 2 2 2 2 0 1 0 2 1 1 2 1 0 0 0 1 1 3 3 3 2 2 1 1 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 1 1 2 3 2 3 3 3 1 2 2 1 2 2 2
11:20 03:41 04:03 00:10 11:51 00:00 08:10 23:04 11:42 09:25 20:11 12:15 23:22 23:41 00:00 20:48 23:06 07:25 05:55 02:41 02:42 04:06 09:59 14:27 15:52 11:50 04:21 04:17 07:29 07:29 11:51 05:34 07:32 05:18 04:56 12:15 11:51 11:38 11:38 11:22 11:18 11:18 11:51 11:52 11:53 05:10 09:40 07:55 08:54 10:14 10:14 12:15 11:08 09:29 11:23 11:23 11:52 10:58 02:14 09:15 09:43 01:56 11:02 05:45 12:15 22:09 20:41 12:15 04:35 08:32 04:32 05:28 05:28 16:30 05:30 04:45 17:07 04:45 10:27 12:15
0.419 0 0 0 0.439 0 0 0 0 0 0 0.455 0 0 0 0 0 0.257 0 0.867 0 0 0 0.149 0 0 0.15 0 0 0.409 0.448 0.389 0 0.397 0 0.35 0 0.317 0 0 0.5 0 0 0.354 0 0 0 0 0 0.947 0 0.905 0 0 0.499 0 0.497 0 0 0.519 0 0 0 0 0.455 0 0 0.779 0 0 0 0.463 0 0 0.724 0 0.367 0 0 0.59
2.38 5.29 0.887 4.14 1.3 0.0033 3.78 2.39 0.575 2.67 2.67 2.77 2.59 4.24 0 6.23 4.5 2.2 1.13 1.8 0.263 2.18 2.13 2.24 2.38 0.768 4.79 4.21 2.73 2.77 1.69 2.65 3.95 1.04 0.428 2.37 0.845 1.26 0.761 1.05 1.53 0.952 0.53 0.804 0.403 2.03 0.997 1.04 1.01 2.06 1.55 1.52 0.76 0.998 1.73 1.38 1.42 1.69 1.59 1.06 0.502 0.595 1.38 0.661 1.29 1.44 1.3 1.82 1.59 1.89 1.88 3.9 1.27 3.57 5.72 4.62 5.24 1.81 1.53 1.52
-1.730 -1.937 -5.403 1.534 0.535 82.678 1.966 0.130 4.302 3.001 2.396 -1.134 1.337 0.047 0.000 0.000 -2.306 -0.073 0.248 4.121 0.000 3.675 -0.175 2.671 2.333 9.218 -3.042 0.079 -0.748 0.482 0.394 0.767 1.006 0.359 0.822 2.414 -8.099 0.603 -2.117 4.306 0.247 -1.129 13.105 2.634 3.202 2.105 19.689 11.270 17.141 0.159 0.000 -0.474 4.009 18.276 0.242 2.845 2.938 2.672 31.144 -11.744 -8.972 0.046 6.844 0.436 0.403 1.509 17.828 -0.704 4.895 2.205 -4.490 -0.803 0.311 -4.393 -1.513 0.768 7.275 3.193 16.376 11.100
% % % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 4.68 7.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.94 0.00 0.00 5.90 0.00 0.00 0.00 0.00 3.69 7.56 3.67 0.00 12.21 0.00 0.00 0.00 0.00 7.84 0.00 6.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.39 5.39 0.00 5.96 0.00 0.00 0.00 1.80 0.00 0.00 0.00 0.00 9.03 0.00 0.00 0.00 0.00 0.00 1.54 1.13 0.00 0.00 1.00 1.35 4.35 2.93 0.00 0.00 0.00 3.42 4.60 0.00 0.00 1.12 0.00 2.25 5.50 0.00 0.00 11.14 0.00 0.00 0.00
4.31 44.25 19.63 14.36 3.87 3.72 6.03 13.15 13.15 13.15 8.75 7.62 6.56 28.60 21.71 7.32 8.54 16.96 20.64 12.12 28.16 23.94 37.66 19.94 4.08 4.10 16.41 20.16 19.79 38.69 31.55 22.36 12.85 7.18 7.32 7.09 7.99 10.78 6.20 6.87 17.00 4.84 29.41 37.59 21.63 16.83 19.25 17.13 21.11 34.24 26.56 30.93 28.83 127.18 19.65 15.23 57.89 74.43 75.03 78.20 46.98 33.60 27.31 23.59 21.18 40.35 23.46 20.02 15.18 10.07 17.39 18.13 9.26 19.51 16.94 7.95 32.89 10.17 10.13 9.38
3 2 2 2 3 2 2 2 2 2 3 2 2 3 3 2 3 3 2 2 3 3 3 2 3 1 2 3 3 0 0 0 0 0 0 0 2 2 2 1 3 1 2 2 2 0 3 0 1 2 0 0 0 1 1 2 1 2 2 0 1 1 0 0 0 2 1 0 0 2 0 1 0 2 2 2 2 1 2 2
05:17 10:56 11:27 11:27 04:39 09:25 08:18 10:56 10:56 10:56 03:20 10:03 11:46 04:17 04:17 11:45 04:15 03:44 08:32 04:26 04:50 04:50 01:10 23:58 01:24 02:51 08:38 02:42 04:18 10:16 09:47 08:59 09:56 21:11 16:02 16:02 09:22 11:59 12:15 05:37 01:24 11:21 23:40 20:47 23:44 21:16 00:22 21:16 18:11 05:53 21:36 23:04 10:54 11:12 05:17 15:53 10:55 10:37 10:37 21:50 19:46 05:48 22:31 06:49 06:49 14:34 19:37 06:55 06:56 00:05 11:09 23:05 08:57 11:55 11:08 11:33 08:21 19:10 11:40 09:46
0 0.428 0.742 0 0 0 0 0 0 0 0.435 0 0 0.52 0 0 0 0 0.302 0.766 0.334 0 1.12 0 0 0 0 0.706 0 0.592 0 0 0 0 0 0 0 0.616 0.462 0 0.584 0 0 0 0.134 0 0 0 0 0.919 0 0 0 0 0 0.272 0.246 0 0 0.206 0.231 0.342 0.291 0 0 0 0.318 0.413 0 0 0.217 0 0.249 0.613 0 0 0.953 0 0 0
1.1 2.03 1.25 0.506 0.93 0.983 1.14 0.371 0.889 0.638 1.68 3.52 2.04 2.18 1.15 0.0975 1.99 6.29 1.72 2.24 1.12 1.24 8.38 2.37 1.7 1.72 0.55 2.36 1.29 3.18 1.81 1.38 0.352 1.26 1.49 1.16 1.41 2.18 0.998 2.67 10.6 1.8 5.41 1.84 5.93 6.21 6.25 6.39 6.5 8.81 2.81 6.99 7.51 21.2 5.39 5.01 11.6 15.4 13 13 9.07 7.7 7.85 3.47 3.74 9.29 6.27 5.32 4.8 4.67 8.44 4.77 2.34 1.15 0.599 0.671 5.08 4.15 0.658 0.647
18.164 0.475 0.605 0.618 11.979 12.029 4.182 0.300 0.680 -9.338 8.859 1.930 2.902 1.282 0.011 3.518 1.921 -1.368 -0.556 1.097 0.545 0.250 -0.868 0.114 6.368 7.086 0.589 -0.098 -2.410 2.923 1.670 4.712 0.838 12.642 8.617 1.688 -2.710 -7.131 -16.546 7.217 0.161 -0.173 15.432 -28.363 0.575 3.052 3.013 2.732 0.039 1.031 0.000 0.052 0.176 -0.177 0.432 8.931 -4.689 -13.374 -8.517 -2.663 -9.184 -6.801 -8.550 3.957 5.050 2.199 1.132 -5.627 2.044 5.134 7.013 11.095 7.045 -0.474 0.549 1.789 0.274 11.838 3.306 6.225
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
8.25 0.00 1.90 2.01 0.00 4.63 0.00 1.94 0.00 0.00 6.02 4.85 1.59 0.00 0.00 0.00 0.99 0.00 0.00 4.59 3.64 0.00 2.36 0.00 0.00 5.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.60 0.00 9.93 0.00 0.00 0.00 5.56 7.53 0.00 0.00 0.00 0.00 10.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.25 0.00 0.00 3.60 10.93 0.00 0.00 0.00 0.00 3.46 0.00 0.00 6.17
8.40 29.62 7.20 7.02 2.29 6.48 9.52 74.29 143.43 129.73 19.35 5.87 7.84 34.97 7.15 7.05 24.75 19.95 35.15 36.70 14.23 19.74 32.83 29.40 82.21 33.83 24.29 11.43 151.96 121.88 11.52 13.50 10.58 17.95 43.99 18.90 17.92 3.65 1.79 61.46 4.57 6.08 5.22 26.27 3.76 29.40 20.88 4.75 19.81 46.52 35.22 15.58 15.58 2.03 9.92 15.98 6.89 6.89 20.50 20.50 23.20 12.83 6.47 4.74 6.69 8.31 6.77 9.92 7.12 8.40 15.02 10.93 3.87 9.52 4.53 4.26 3.46 6.32 12.68 22.99
2 2 2 2 2 2 0 0 2 2 2 2 1 3 2 2 2 0 2 2 2 1 2 3 0 2 3 2 3 3 2 2 3 3 2 2 3 2 2 0 3 1 2 2 2 2 1 2 2 2 2 3 3 0 2 2 1 1 2 2 2 3 2 1 0 2 2 2 2 2 2 2 2 1 2 2 2 3 2 2
11:32 16:47 12:03 11:40 09:02 12:15 14:16 08:42 08:55 08:48 12:15 05:43 20:03 05:52 10:43 10:55 11:39 00:02 14:50 09:36 20:55 10:04 12:43 05:28 00:00 11:59 05:43 10:04 05:44 02:51 13:08 13:09 05:19 05:42 23:31 23:32 05:17 12:58 09:23 00:00 04:48 21:23 10:07 09:50 16:41 10:57 07:00 16:53 10:13 09:44 09:12 01:56 01:56 19:45 10:42 12:14 11:21 11:21 09:46 09:46 10:06 05:19 10:04 09:29 19:06 13:15 13:15 11:39 13:14 13:14 10:01 12:15 16:10 11:51 16:24 16:24 12:15 00:24 11:14 11:41
0.934 0 0.212 0.222 0 0.516 0 0.222 0 0 0.578 0.418 0.295 0 0 0 0.18 0 0 0.524 0.321 0 0.197 0 0 0.484 0 0 0 0 0 0 0 0 1.31 0 0 0 0 0 0 0 0 0.326 0 0.871 0 0 0 0.478 0.624 0 0 0 0 0.842 0 0 0 0 0 0 0 0 0 0 0 0.383 0 0 0.291 1.17 0 0 0 0 0.303 0 0 0.591
1.41 6.21 1.3 1.42 0.0571 3.52 3.14 7.59 6.67 9.11 1.49 1.11 4.17 6.56 0.443 0.615 6.04 6.2 28.3 28.3 23 23.1 24.7 24.6 24.6 1.8 0.992 3.44 3.44 0.484 1.44 1.46 1.48 1.47 1.8 0.461 0.465 0.263 0.0665 2.23 1.57 2.78 2.35 0.757 2.28 2.24 1.28 1.27 0.103 1.57 2.8 0.422 0.322 0.0258 0.392 2.65 0.817 0.883 0.727 0.549 2.02 2.58 0.955 1.42 1.5 3.45 2.65 2.67 2.3 2.61 1.53 2.85 0.214 1.45 1.38 1.31 0.805 0.389 0.927 2.63
2.176 15.171 2.959 2.137 -3.838 -0.705 -0.171 0.155 -11.834 0.000 3.861 -3.159 12.342 -5.295 23.088 2.422 -9.691 12.857 0.774 -0.581 -0.314 -0.298 0.445 0.512 0.048 0.855 0.000 17.149 24.684 -68.144 0.524 0.870 0.694 -4.334 -0.729 1.032 0.327 0.911 0.000 0.172 1.717 -0.092 6.332 1.503 0.000 -1.094 0.604 20.711 6.932 0.041 0.384 1.148 1.508 21.740 -6.537 0.140 -0.175 -0.163 12.773 3.605 -0.337 6.053 0.193 17.175 12.327 -1.376 0.325 2.878 7.044 10.103 4.122 -0.167 -4.969 -0.535 9.206 10.278 29.364 26.811 15.947 1.426
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 22 of 62
J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 6.31 8.30 2.92 5.30 1.58 0.00 4.04 3.20 0.00 0.00 0.00 6.15 0.00 7.02 0.00 3.41 1.98 13.07 4.92 0.00 4.45 0.00 5.80 0.00 0.00 8.27 0.00 4.01 2.97 0.00 3.55 0.00 0.00 0.00 0.00 0.00 0.00 5.54 0.00 0.00 0.00 0.00 6.54 4.55 5.30 3.28 0.00 0.00 0.00 4.20 0.00 2.81 0.00 0.00 0.00 0.00 5.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.62 0.00 0.00 0.00 0.00 3.53 0.00 0.00 0.00 5.79 0.00 0.00
19.66 6.92 7.03 8.38 2.95 10.02 8.33 6.23 5.69 16.39 9.59 7.88 11.10 9.27 9.26 24.40 21.53 7.35 11.29 16.02 11.03 12.93 5.78 12.94 7.21 48.58 6.60 9.20 4.64 5.69 3.24 2.82 4.83 4.80 5.52 4.94 8.11 4.39 10.26 5.54 11.37 11.93 6.03 6.03 6.54 4.55 7.32 6.59 10.22 7.57 16.88 12.42 4.35 40.53 22.90 22.86 82.78 11.87 6.55 2.84 7.39 8.33 22.88 15.88 53.33 62.09 18.55 8.50 28.28 21.83 14.11 80.11 8.88 23.60 98.05 28.42 9.98 14.25 15.15 12.88
2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 0 1 2 1 2 2 2 2 1 2 2 2 2 2 2 0 0 1 2 2 0 0 2 2 2 2 2 2 2 3 2 2 1 1 3 1 3 2 2 2 2 2 2 2 0 2 1 1 2 0 1 0 0 2 2 2 1 2 2 2
10:56 11:37 12:15 08:34 08:15 11:10 09:07 09:37 12:15 11:08 11:02 11:03 08:48 11:47 11:48 11:23 11:08 11:21 20:16 12:15 19:25 13:03 12:15 09:30 15:00 11:08 08:43 07:52 22:14 12:15 15:40 11:48 12:15 21:36 21:48 00:00 00:00 19:26 08:21 12:15 00:00 00:00 12:25 12:25 12:15 12:15 14:16 15:51 10:20 04:46 14:28 14:25 15:39 14:01 04:45 04:15 04:45 04:01 12:15 11:12 11:32 07:29 10:29 10:38 12:30 06:36 10:17 20:51 08:19 13:24 10:05 14:12 15:04 00:27 08:43 22:20 08:59 11:18 10:42 12:06
0 0 0.537 0.782 0.25 0.459 0.126 0 0.361 0.297 0 0 0 0.588 0 0.586 0 0.262 0.142 1.24 0.413 0 0.348 0 0.55 0 0 0.751 0 0.358 0.255 0 0.32 0 0 0 0 0 0 0.521 0 0 0 0 0.633 0.505 0.59 0.363 0 0 0 0.466 0 0.311 0 0 0 0 0.445 0 0 0 0 0 0 0 0 0 0.229 0 0 0 0 0.321 0 0 0 0.491 0 0
1.09 2.12 1.08 1.53 0.734 2.27 1.15 0.821 1.07 2.24 1.12 0.316 4 0.872 0.152 1.23 0.583 1.87 2.42 4.14 4.29 6.09 2.04 2.68 5.68 5.32 0.478 3.27 0.868 0.382 0.637 0.62 0.94 0.948 0.959 0.225 0.243 1.13 2.36 1.48 2.89 7.34 1.77 1.59 0.966 0.637 1.57 2.04 3.15 2.61 1.84 2.66 1.7 9.08 2.7 2.67 4.76 3.14 1.44 0.71 0.772 0.987 1.73 1.34 6.22 3.42 2.4 2.6 7.08 1.99 3.45 7.49 2.68 3.99 5.21 2.76 1.51 2.22 0.851 2.49
-8.517 3.758 10.413 0.677 27.378 3.692 7.397 4.256 18.712 1.094 0.118 -13.986 1.421 3.965 0.000 0.902 0.000 4.637 1.643 2.925 1.172 5.121 -0.269 8.528 0.027 -1.315 -0.076 9.184 16.842 0.181 -1.037 0.162 0.278 -1.259 0.183 0.191 0.223 21.230 10.944 -4.419 3.190 -0.442 5.958 5.024 -11.542 -16.759 -1.560 -3.250 0.945 0.922 -7.784 -5.936 9.336 -3.292 0.923 -0.994 -5.024 -6.206 6.911 14.386 13.401 10.462 0.702 -3.269 21.177 -41.390 -1.621 5.816 3.240 -1.767 3.165 9.411 -0.950 -2.455 -41.145 -8.016 15.882 -0.201 2.337 0.538
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 23 of 62
J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
7.07 0.00 2.72 0.00 0.00 0.00 3.81 0.00 0.00 0.00 2.52 0.00 0.00 0.00 0.00 0.00 4.32 0.00 0.00 0.00 0.00 1.45 0.00 0.00 0.00 7.74 0.00 0.00 0.00 1.03 0.00 0.00 6.06 0.00 0.00 5.34 4.94 0.00 4.65 4.20 4.34 5.22 0.00 0.00 0.00 6.84 0.00 0.00 1.23 0.00 0.96 0.00 3.49 0.00 0.00 4.29 7.31 0.00 3.32 0.00 5.24 0.00 0.00 0.00 0.00 2.98 0.00 1.99 0.00 6.22 0.00 0.00 2.75 0.00 5.36 9.74 0.00 8.86 0.00 2.56
19.32 8.55 16.68 19.22 4.95 5.74 28.67 8.73 8.09 5.75 6.56 4.77 28.67 18.94 4.69 2.22 4.32 2.99 3.08 3.43 5.23 4.60 4.29 7.38 23.35 8.72 13.82 6.74 7.87 19.34 9.47 5.86 6.43 4.35 9.70 5.34 5.83 6.35 32.65 5.88 6.42 5.22 30.84 9.20 5.52 9.41 7.56 10.04 16.59 16.13 8.75 7.79 7.79 4.29 4.87 4.29 12.12 4.55 15.47 15.57 10.76 12.46 42.62 7.04 5.03 7.30 6.35 4.65 5.30 31.22 25.81 25.19 29.36 27.57 5.36 9.74 12.04 13.18 60.37 21.73
1 2 2 3 2 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 2 2 3 2 3 2 2 2 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 1 2 0 2
21:59 11:33 11:56 04:46 11:56 05:20 08:44 00:10 00:10 16:37 18:51 08:51 17:21 10:04 13:12 13:13 12:15 11:56 13:13 11:47 10:48 17:37 11:47 09:50 02:52 12:15 02:27 01:46 01:45 23:07 23:08 02:25 12:13 04:42 09:49 12:15 12:15 02:27 10:16 02:02 01:19 12:15 05:17 09:00 09:53 12:15 13:14 09:49 13:16 12:15 12:15 12:15 12:15 12:15 07:35 12:15 12:15 09:34 10:05 02:45 18:00 18:16 17:51 10:31 11:03 11:35 11:20 07:57 08:48 11:20 11:20 01:59 11:29 17:51 12:15 12:15 10:24 06:36 00:00 11:03
0.693 0 0.3 0 0 0 0.386 0 0 0 0.279 0 0 0 0 0 0.482 0 0 0 0 0.161 0 0 0 0.646 0 0 0 0.0896 0 0 0.579 0 0 0.504 0.463 0 0.43 0.378 0.393 0.491 0 0 0 0.668 0 0 0.102 0 0.0738 0 0.306 0 0 0.393 0.816 0 0.371 0 0.58 0 0 0 0 0.261 0 0.181 0 0.598 0 0 0.257 0 0.501 1.02 0 0.712 0 0.24
9.23 2.35 1.13 0.516 1.22 1.33 3.97 1.42 1.63 1.15 1.29 1.09 2.76 0.809 1.36 0.744 0.94 0.702 0.692 0.719 0.839 0.323 0.7 1.68 2.22 1.46 3.14 1.65 2.65 3.88 1.25 1.2 1.22 0.623 1.1 0.532 0.52 0.686 3.98 1.14 1.51 0.524 3.02 2.59 0.623 1.25 1.25 1.32 5.04 5.67 0.775 0.7 0.7 0.393 1.57 0.393 5.63 1.73 5.36 5.59 4.69 4.32 3.6 0.74 0.62 1.02 0.777 0.829 0.813 1.15 0.771 1.74 7.58 1.7 0.501 1.02 0.776 2.24 22.7 1.92
2.513 12.288 -3.990 -8.454 -4.403 -0.173 -0.464 -1.655 -5.465 -1.058 -2.006 -4.917 -1.434 0.000 -6.037 -1.073 -5.638 -2.311 -7.753 -5.609 -17.268 -6.712 -4.362 0.105 0.000 10.783 -0.259 2.615 0.590 -0.094 2.153 2.127 0.456 2.913 27.214 -1.720 -1.870 1.533 -0.943 0.527 0.701 -4.433 2.540 4.047 4.937 -2.514 2.718 7.192 0.187 0.020 0.085 0.126 0.135 0.188 14.227 0.086 0.580 9.876 -9.248 6.143 -1.130 4.248 -11.934 4.882 9.423 8.573 6.650 10.749 11.570 0.716 15.889 -17.512 10.251 11.434 0.102 0.086 -1.149 -1.841 0.023 0.095
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 24 of 62
J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 3.34 0.00 0.00 1.04 0.00 0.00 8.07 0.00 0.00 0.00 8.69 0.00 7.23 4.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
21.00 11.53 13.65 20.40 55.99 6.19 15.11 8.07 29.06 95.80 95.40 15.85 22.01 56.79 11.72 10.97 18.41 55.58 13.62 12.06 5.63 4.21 2.82 1.70 12.54 65.98 2.82 5.19 6.78 7.21 9.20 11.93 5.36 9.74 11.11 11.87 60.37 8.11 61.46 4.62 2.84 1.41 3.85 2.06 1.44 1.95 0.00 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.58 4.88 13.54 3.79 16.13
3 2 2 0 1 2 2 2 2 2 2 2 2 2 0 2 0 0 1 2 2 2 2 0 2 0 2 3 2 2 0 0 2 2 0 0 0 0 0 2 1 0 2 0 0 1 0 0 1 1 0 0 0 2 0 0 0 2 2 0 0 1 0 0 0 0 0 2
00:37 17:44 08:51 00:03 16:29 11:44 09:36 12:15 12:35 15:16 15:21 09:29 08:59 11:08 08:24 20:47 00:01 00:00 22:09 12:15 13:57 15:59 06:46 07:45 14:50 00:00 11:29 02:02 13:14 15:00 00:00 00:00 12:15 12:15 00:00 00:00 00:00 00:00 00:00 07:12 15:37 05:46 06:16 07:17 10:49 09:28 00:00 16:12 06:08 20:31 08:46 19:59 09:30 11:34 06:20 07:06 00:00 00:20 08:28 17:28 16:23 12:07 06:08 00:00 00:01 00:01 05:14 12:15
0 0.373 0 0 0.202 0 0 0.716 0 0 0 0.762 0 0.713 0.421 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.79 1.8 4.88 7 11.8 1.8 3.45 1.7 3.49 2.66 1.53 2.43 2.17 5.27 0.95 0.425 5.56 5.74 2.33 6.83 2.48 2.09 1.81 1.02 10.1 18.8 1.43 3.06 2.65 5.59 0.48 5.71 0.502 1.02 0.0051 2.26 16.8 0.243 2.23 3.21 1.63 1.15 3.52 1.31 1.01 0.927 0 1.95 2.26 1.67 1.51 0.382 0.806 0.739 1.69 1.68 6.63 0.655 0.977 0.72 1.84 1.33 4.72 5.76 1.43 4.14 5.56 5.67
3.720 -27.071 -13.092 -0.734 -0.052 4.885 0.400 11.677 7.586 -24.496 -52.724 0.068 0.340 0.094 0.428 -0.218 0.120 1.085 -0.012 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 25 of 62
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 52.55 5.336 0.000 J-104 JUNCTION 64.45 6.275 0.000 J-106 JUNCTION 60.58 6.256 0.000 J-109 JUNCTION 18.32 1.487 0.000 J-11 JUNCTION 69.99 5.713 0.000 J-110 JUNCTION 61.53 5.650 0.000 J-113 JUNCTION 69.59 5.986 0.000 J-114 JUNCTION 63.79 5.582 0.000 J-118 JUNCTION 20.97 3.411 0.000 J-12 JUNCTION 31.60 4.714 0.000 J-121 JUNCTION 59.72 6.256 0.000 J-126 JUNCTION 18.19 1.174 0.000 J-127 JUNCTION 18.07 1.206 0.000 J-128 JUNCTION 17.97 1.144 0.000 J-129 JUNCTION 20.53 3.410 0.000 J-130 JUNCTION 23.68 4.057 0.000 J-131 JUNCTION 27.86 4.298 0.000 J-132 JUNCTION 70.49 5.543 0.000 J-137 JUNCTION 69.30 5.704 0.000 J-139 JUNCTION 76.39 5.787 0.000 J-140 JUNCTION 72.90 5.960 0.000 J-147 JUNCTION 66.08 6.254 0.000 J-148 JUNCTION 63.66 6.337 0.000 J-149 JUNCTION 59.05 6.337 0.000 J-15 JUNCTION 21.89 3.540 0.000 J-152 JUNCTION 61.09 6.393 0.000 J-153 JUNCTION 59.95 6.423 0.000 J-155 JUNCTION 61.87 6.446 0.000 J-156 JUNCTION 61.25 6.525 0.000 J-158 JUNCTION 21.55 3.816 0.000 J-160 JUNCTION 46.66 6.217 0.000 J-161 JUNCTION 21.50 3.705 0.000 J-162 JUNCTION 26.22 4.419 0.000 J-163 JUNCTION 75.58 5.108 0.000 J-164 JUNCTION 72.51 5.178 0.000 J-165 JUNCTION 71.33 5.269 0.000 J-166 JUNCTION 72.62 4.873 0.000 J-167 JUNCTION 74.38 4.421 0.000 J-168 JUNCTION 73.20 4.830 0.000 J-169 JUNCTION 68.29 4.998 0.000 J-170 JUNCTION 60.13 5.099 0.000 J-174 JUNCTION 66.99 6.617 0.000 J-175 JUNCTION 57.67 6.617 0.000 J-176 JUNCTION 42.62 6.218 0.000 J-179 JUNCTION 42.08 6.220 0.000 J-18 JUNCTION 20.23 3.039 0.000 J-180 JUNCTION 22.80 4.402 0.000 J-185 JUNCTION 22.65 4.468 0.000 J-188 JUNCTION 23.07 4.841 0.000 J-191 JUNCTION 22.98 4.318 0.000 J-195 JUNCTION 23.68 3.849 0.000 J-198 JUNCTION 50.72 6.639 0.000 J-199 JUNCTION 54.07 6.522 0.000 J-203 JUNCTION 54.61 6.483 0.000 J-204 JUNCTION 52.77 6.491 0.000 J-206 JUNCTION 57.09 6.346 0.000 J-208 JUNCTION 54.26 6.010 0.000 J-209 JUNCTION 50.33 6.010 0.000 J-212 JUNCTION 56.76 6.295 0.000 J-213 JUNCTION 27.92 4.484 0.000 J-217 JUNCTION 53.54 6.238 0.000 J-218 JUNCTION 62.28 6.217 0.000 J-222 JUNCTION 40.50 5.015 0.000 J-223 JUNCTION 27.80 4.414 0.000 J-225 JUNCTION 56.44 6.135 0.000 J-226 JUNCTION 55.08 6.128 0.000 J-232 JUNCTION 58.75 6.089 0.000 J-233 JUNCTION 58.08 5.646 0.000 J-235 JUNCTION 59.32 5.643 0.000 J-238 JUNCTION 52.04 5.144 0.000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 26 of 62
J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
67.69 41.96 47.23 55.21 45.47 48.10 20.24 62.53 63.41 63.48 19.03 46.27 48.70 64.13 20.24 77.98 49.03 59.33 56.48 57.89 60.73 51.47 39.28 30.43 23.58 56.38 52.08 53.87 43.72 65.79 44.60 47.41 30.12 30.90 20.17 30.18 31.04 20.57 34.43 21.00 34.25 21.10 67.65 20.36 69.04 53.87 58.66 58.07 22.73 21.43 73.19 53.38 21.78 60.49 60.48 60.50 68.33 21.07 42.94 28.79 65.18 39.09 38.95 29.71 28.62 20.06 31.40 30.78 31.44 70.93 44.07 59.39 56.68 54.97 21.90 19.70 50.64 51.31 54.37 70.79
5.884 5.145 5.936 5.933 5.073 5.073 3.078 5.141 5.088 5.049 2.261 5.247 5.322 6.228 3.118 4.968 4.763 4.357 4.995 5.216 5.374 4.763 4.779 2.651 3.543 6.062 6.017 5.960 5.246 5.943 5.237 5.222 5.238 5.238 3.162 5.232 5.223 2.861 5.873 3.121 5.922 3.169 5.880 3.098 5.894 6.297 6.250 6.152 4.190 4.673 6.715 6.113 4.229 3.241 3.255 3.370 5.906 4.673 6.234 5.829 6.303 5.911 5.904 5.827 5.474 3.425 5.844 5.471 5.563 6.477 5.978 6.390 6.887 6.385 3.205 4.157 6.132 6.110 6.087 6.582
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 27 of 62
J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
55.47 59.56 19.54 60.26 22.22 21.77 21.92 19.72 18.05 57.86 62.45 18.41 33.82 69.70 62.06 64.30 19.06 21.90 76.05 60.31 72.17 13.93 13.92 27.51 51.11 73.15 51.27 38.04 53.55 42.97 40.34 49.55 30.08 64.34 26.40 36.26 33.43 40.07 35.18 39.95 34.78 45.78 71.05 61.90 44.39 35.46 51.12 60.92 69.99 67.17 62.57 19.03 33.03 23.14 59.82 32.97 32.91 32.98 54.82 32.76 32.34 56.65 71.53 46.22 48.42 24.19 23.28 22.84 42.99 57.02 5.92 21.40 74.00 54.94 54.37 0.03 0.02 50.06 50.11 77.99
6.073 6.251 3.802 6.236 5.065 3.247 5.066 3.328 2.920 5.792 5.894 3.310 3.311 6.049 5.677 5.704 2.246 2.679 5.688 6.017 5.893 1.051 1.245 4.445 2.880 5.984 2.881 1.793 3.104 2.105 1.779 4.586 1.403 4.551 1.921 3.348 3.078 3.113 3.526 4.061 3.813 4.435 5.394 5.052 4.412 3.949 4.421 4.974 5.210 5.143 5.626 3.258 4.858 4.154 5.179 4.858 4.858 4.857 3.815 4.855 4.853 7.326 5.633 1.691 1.766 0.725 5.078 4.412 1.829 5.172 1.478 2.533 4.733 4.479 4.491 3.370 3.390 3.442 3.358 5.623
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.672 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.982 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
19.77 68.49 11.33 18.16 18.29 18.33 15.91 58.60 77.99 70.99 19.40 67.10 22.82 71.42 40.45 66.28 22.78 68.26 71.54 13.50 65.60 55.25 60.48 59.93 13.05 46.61 69.25 69.94 62.48 22.84 63.75 62.41 57.42 52.62 21.61 49.53 63.42 60.87 55.21 50.10 44.58 59.70 50.13 20.31 32.20 21.56 21.72 33.11 31.45 53.80 53.55 63.41 63.34 60.02 77.99 21.77 60.91 61.23 10.27 10.24 10.20 10.08 10.08 77.99 64.02 66.54 55.68 77.65 77.98 72.96 64.09 53.90 5.17 5.15 6.00 66.51 5.38 2.69 2.65 64.84
2.650 5.749 0.163 6.070 5.086 5.281 0.491 2.120 5.612 5.502 2.400 5.502 4.405 6.903 3.508 6.402 4.369 4.970 7.183 2.887 5.449 7.140 4.757 4.648 2.802 2.506 4.827 4.904 4.618 4.398 5.492 5.400 6.048 5.637 3.237 5.609 6.012 6.383 6.012 5.584 5.584 6.381 5.998 3.198 5.013 3.077 3.046 5.032 5.016 5.957 5.884 5.733 6.238 5.732 6.162 2.645 5.727 6.237 5.270 5.170 5.008 4.456 4.293 3.990 6.364 5.656 5.650 5.602 5.610 5.853 5.554 5.656 3.493 3.448 3.671 6.376 3.678 3.621 3.660 6.397
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.198 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.370 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.66 7.26 51.92 61.73 51.60 43.59 45.64 22.52 32.90 32.57 72.97 44.87 73.33 33.37 76.85 32.84 33.94 59.23 29.00 18.97 76.34 70.37 5.17 5.34 9.23 21.31 8.45 12.27 12.17 9.34 8.48 20.75 8.94 4.39 4.08 3.72 3.77 4.11 4.06 4.02 4.04 15.57 34.49 64.76 16.73 22.34 18.14 18.08 17.97 21.71 20.98 19.83 73.22 23.07 25.17 19.34 21.75 20.58 21.36 20.66 21.84 70.22 15.56 16.21 16.72 14.57 15.09 0.24 0.60 0.67 67.19 1.84 71.15 68.07 50.73 49.68 58.39 63.51 5.54 54.74
3.644 7.036 22.472 6.385 7.174 6.104 6.104 4.308 3.376 3.374 5.980 4.215 6.017 2.892 7.103 3.214 2.891 5.062 5.248 2.445 4.928 6.530 3.602 4.230 4.268 3.719 3.959 3.906 3.895 3.890 3.852 8.675 3.861 3.853 3.995 3.939 3.877 3.864 3.674 3.682 3.857 3.542 3.948 6.514 4.237 5.039 4.499 4.487 4.489 4.923 4.950 4.959 6.724 5.379 5.480 5.072 4.322 5.068 5.058 4.878 10.060 6.622 4.320 4.258 4.449 4.203 3.897 0.229 0.914 1.087 6.311 2.172 5.810 6.267 3.230 5.831 3.677 3.698 0.206 5.647
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.885 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.861 3.626 3.353 0.000 2.818 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-36 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
53.50 55.88 54.35 54.55 53.55 21.89 71.90 77.99 77.99 55.05 57.89 78.00 21.80 15.33 17.46 31.32 52.33 50.00 31.82 69.61 6.21 21.61 21.60 21.72 0.02 76.74 47.24
5.648 5.648 5.648 5.646 5.642 3.245 5.233 6.560 6.360 7.102 4.141 5.605 3.243 5.585 5.028 3.661 2.981 5.350 4.715 6.155 0.500 1.250 1.248 2.652 0.009 4.720 5.148
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.591 0.000 0.000
************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 19.35 4.19 0 23:12 0.056 1.776 J-104 25.30 12.28 2 12:05 0.317 1.575 J-106 21.07 5.50 2 10:41 0.082 2.006 J-109 18.32 4.19 2 11:47 0.040 1.487 J-11 14.80 12.03 3 01:29 0.168 0.153 J-110 19.13 8.14 2 12:03 0.167 1.417 J-113 20.77 9.48 3 05:29 0.226 1.152 J-114 16.14 13.64 3 02:29 0.125 0.422 J-118 16.04 13.64 3 05:21 0.103 0.411 J-12 14.60 12.67 3 03:47 0.185 0.154 J-121 14.93 5.25 2 12:24 0.034 0.556 J-126 18.19 9.08 2 12:14 0.369 1.174 J-127 18.07 1.17 2 12:09 0.023 1.206 J-128 17.97 1.14 2 12:08 0.022 1.144 J-129 16.71 7.78 3 03:45 0.227 0.470 J-130 16.66 5.36 3 01:23 0.110 0.417 J-131 6.28 4.10 2 17:09 0.046 0.008 J-132 20.69 5.59 2 12:14 0.143 0.776 J-137 24.03 2.85 3 05:06 0.089 0.904 J-139 16.67 2.47 1 00:12 0.020 0.427 J-140 19.81 3.24 1 12:50 0.040 0.680 J-147 20.99 7.03 2 12:15 0.227 0.954 J-148 20.14 4.95 2 09:20 0.043 0.997 J-149 23.68 3.74 2 01:37 0.089 1.537 J-15 18.25 16.89 2 11:51 0.087 0.840 J-152 20.78 4.93 2 12:15 0.185 0.993 J-153 21.28 3.77 2 07:20 0.047 0.923 J-155 22.25 3.01 2 08:57 0.057 1.026 J-156 22.95 3.17 1 11:03 0.070 1.255 J-158 18.93 20.84 2 11:43 0.254 1.216 J-160 18.96 7.48 2 10:37 0.049 1.117 J-161 6.93 4.25 2 09:00 0.063 0.038 J-162 0.92 5.24 2 20:43 0.015 0.002 J-163 8.26 6.14 0 15:54 0.133 0.397 J-164 6.76 4.65 1 11:49 0.075 0.005 J-165 7.41 3.79 1 05:53 0.076 0.001 J-166 5.15 5.30 1 17:56 0.061 0.000 J-167 6.18 6.73 0 09:08 0.089 0.005 J-168 10.34 4.87 1 09:26 0.111 0.004 J-169 15.41 5.86 1 21:32 0.161 0.026
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 31 of 62
J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-191 J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341
20.42 21.13 23.32 19.90 20.69 18.11 18.24 18.33 19.96 19.68 20.67 29.76 26.35 24.48 25.84 25.84 24.64 26.98 24.13 20.52 32.43 23.60 24.49 18.86 23.21 23.53 23.15 19.43 19.55 23.04 18.61 27.42 30.63 28.29 25.08 23.32 18.19 50.06 49.57 33.38 0.06 31.13 28.66 6.97 20.80 18.14 0.00 22.51 9.99 32.01 24.09 22.81 27.53 24.76 23.02 18.16 19.59 17.79 21.96 23.76 18.81 22.76 24.20 20.30 19.63 18.12 18.46 17.92 17.50 20.18 18.51 20.56 18.60 18.66 18.22 16.86 25.58 22.50 22.72 19.45
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.05 3.96 2.12 4.64 6.96 19.80 17.75 19.30 22.83 19.85 21.51 6.40 4.77 6.42 4.66 4.19 4.52 3.88 3.27 13.75 7.04 9.50 17.91 31.15 2.48 2.61 2.46 4.23 3.93 12.44 3.66 9.61 4.75 4.47 13.91 12.40 13.55 4.75 4.22 5.45 2.15 7.70 6.30 10.22 6.41 10.46 8.69 35.03 3.50 3.80 3.68 7.02 29.27 25.43 19.89 10.44 4.78 6.42 5.20 22.04 2.41 17.92 14.15 12.55 18.99 10.84 8.23 9.18 23.61 3.97 17.29 3.30 15.78 3.56 8.97 4.22 2.80 3.28 3.46 21.34
1 2 2 1 1 2 2 2 2 2 2 2 1 2 1 1 2 1 2 2 2 2 2 2 1 2 2 2 1 2 2 2 2 1 1 1 2 2 0 2 1 1 1 2 2 2 0 1 1 2 3 1 1 1 3 3 3 3 1 1 2 0 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2
10:50 10:49 10:00 22:35 07:22 11:54 11:14 09:41 10:08 10:16 10:16 12:11 06:22 12:15 21:55 20:45 08:07 20:43 07:36 09:20 12:15 07:22 10:20 10:23 11:01 08:50 11:09 12:16 09:52 02:33 09:31 00:10 03:43 10:12 04:44 09:11 11:51 12:06 20:36 12:15 20:16 11:40 14:27 04:03 04:58 11:51 00:00 08:10 18:17 10:07 04:00 23:22 08:11 23:06 05:55 02:41 04:31 03:37 10:39 15:52 11:42 21:22 05:34 07:30 07:29 11:51 05:34 07:30 04:58 12:15 11:38 11:22 11:43 11:51 11:52 05:10 09:40 07:55 08:54 10:17
0.168 0.073 0.058 0.056 0.100 0.113 0.341 0.272 0.268 0.353 0.371 0.239 0.112 0.331 0.127 0.114 0.130 0.135 0.092 0.287 0.434 0.139 0.274 0.409 0.062 0.073 0.064 0.148 0.041 0.141 0.028 0.186 0.144 0.163 0.213 0.362 0.213 0.366 0.365 0.303 0.001 0.299 0.252 0.059 0.086 0.128 0.000 0.367 0.103 0.176 0.130 0.105 0.859 0.363 0.414 0.241 0.096 0.092 0.137 0.226 0.040 0.258 0.239 0.081 0.106 0.249 0.069 0.032 0.156 0.098 0.116 0.049 0.127 0.030 0.405 0.023 0.101 0.071 0.064 0.336
0.023 1.817 1.567 1.098 1.470 0.809 1.452 1.398 2.021 1.368 2.089 2.139 1.972 1.983 2.041 1.796 1.760 1.660 1.445 1.734 2.468 2.027 2.685 1.614 1.285 1.278 1.189 1.046 1.083 1.044 1.084 1.245 1.236 1.273 1.273 1.223 1.038 0.491 0.388 0.249 0.001 0.597 0.572 0.602 0.928 1.168 0.008 0.663 0.007 0.595 0.516 0.674 0.863 0.929 0.991 1.143 0.862 0.717 0.960 0.996 1.193 0.987 0.972 0.988 0.938 1.312 0.782 0.763 0.811 0.973 0.971 1.172 1.069 1.130 1.198 0.534 1.697 1.560 1.232 1.140
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J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-444 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492
19.81 19.33 23.83 18.95 19.38 18.67 18.58 18.32 17.92 18.51 18.41 18.11 20.09 19.68 19.49 18.08 18.84 16.63 17.89 18.63 0.70 17.84 17.75 20.23 23.59 11.66 17.75 16.52 17.79 18.04 17.29 16.43 16.59 17.82 16.55 16.67 15.63 21.50 18.07 15.63 1.91 17.29 17.54 14.41 15.06 19.49 27.51 22.99 15.88 17.75 24.58 37.20 27.90 1.50 19.46 12.89 18.63 14.21 18.16 36.33 42.27 41.56 39.59 10.08 25.04 33.30 21.03 19.80 28.38 35.32 27.14 31.88 25.86 24.42 24.48 28.60 27.12 25.51 28.85 27.71
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
11.03 4.89 2.76 15.51 10.04 16.08 16.77 4.62 2.50 4.34 4.83 5.22 5.38 6.72 4.69 4.93 6.66 20.71 5.15 9.07 10.73 7.80 6.74 5.72 3.62 3.10 27.10 17.50 3.53 3.32 5.72 8.55 4.63 6.23 24.88 8.14 13.57 20.22 10.61 24.12 30.65 2.92 2.99 17.30 28.21 20.83 6.74 6.15 5.63 6.21 10.67 6.20 6.16 3.49 18.41 20.76 16.09 13.51 14.30 14.38 32.28 28.67 28.78 81.22 15.27 13.62 49.81 70.70 73.12 78.17 46.74 33.57 26.01 21.62 8.92 40.15 16.10 16.01 14.62 7.31
2 2 1 2 2 2 2 2 3 2 2 1 1 2 1 1 3 3 3 0 0 3 2 2 2 2 2 3 3 2 3 3 2 2 3 3 3 2 2 3 3 3 2 3 0 0 0 0 2 2 2 2 1 2 2 2 0 3 0 0 2 0 0 1 0 2 1 1 2 0 1 1 0 3 0 2 0 1 0 1
12:15 11:08 20:57 11:23 11:52 11:35 08:05 11:40 05:11 09:46 04:42 23:09 20:41 12:09 19:45 20:07 04:37 04:29 05:01 17:18 17:18 05:45 04:45 10:27 12:15 11:35 11:44 04:10 05:17 09:25 04:22 03:20 10:41 11:46 04:17 03:22 03:44 08:32 04:27 04:50 01:10 03:03 02:20 04:18 09:47 08:59 21:11 09:17 12:31 09:22 11:59 12:15 15:11 21:51 23:45 23:44 21:16 01:27 21:16 08:37 05:52 23:03 10:54 18:42 06:43 13:35 19:22 09:43 10:37 21:50 19:46 05:48 22:31 02:53 08:38 14:34 15:29 19:37 06:56 15:30
0.350 0.039 0.084 0.177 0.265 0.543 0.350 0.116 0.038 0.034 0.157 0.033 0.047 0.183 0.054 0.031 0.053 0.112 0.032 0.118 0.013 0.106 0.065 0.077 0.125 0.043 0.129 0.073 0.041 0.043 0.056 0.071 0.047 0.075 0.162 0.045 0.078 0.260 0.127 0.045 0.124 0.052 0.050 0.208 0.294 0.234 0.253 0.159 0.058 0.086 0.353 0.476 0.209 0.007 1.131 0.202 0.157 0.124 0.136 0.353 2.077 1.711 1.663 1.639 0.644 1.194 0.736 2.525 1.910 3.211 1.019 1.784 1.623 0.619 0.497 1.453 1.029 0.529 0.340 0.247
1.433 1.265 1.363 1.109 1.121 1.135 1.200 1.279 1.186 0.533 0.534 0.479 1.103 1.111 0.754 0.527 0.724 0.525 0.544 0.671 0.003 0.677 0.578 0.590 0.637 0.185 0.985 1.517 0.982 1.140 1.157 0.832 0.913 1.711 1.242 0.986 0.395 2.573 0.866 0.578 0.020 0.642 0.694 0.610 0.522 0.751 0.712 0.568 0.369 0.839 1.237 0.811 0.636 0.024 3.218 0.218 0.320 0.324 0.321 1.543 1.544 1.575 1.579 0.473 0.649 0.174 0.481 0.477 1.037 1.277 0.726 0.751 0.643 0.835 0.827 1.353 0.692 0.749 1.071 0.595
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J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659
24.14 17.10 39.34 18.51 18.15 18.84 20.11 18.77 19.22 18.18 20.82 19.92 19.87 18.75 33.40 19.85 48.07 20.90 20.48 39.26 34.65 3.61 6.76 10.41 3.03 4.69 0.00 0.00 6.01 9.31 0.00 17.45 17.04 8.59 1.63 10.82 15.36 15.56 12.10 0.00 0.91 0.02 4.93 20.28 8.88 6.37 16.80 20.12 1.47 2.86 3.98 10.41 20.94 11.05 11.16 0.64 2.07 7.23 5.60 6.51 20.55 12.80 13.49 24.23 19.17 18.10 19.28 19.79 19.17 23.65 19.98 21.35 19.47 24.72 17.08 19.71 18.91 18.19 19.33 19.76
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
14.75 14.14 9.00 16.68 6.84 22.88 9.75 8.27 7.82 8.22 29.59 6.11 6.57 1.86 4.73 8.33 71.19 69.95 18.15 5.63 7.55 32.12 24.10 11.49 15.87 16.18 6.32 6.58 18.04 9.66 53.44 28.76 10.01 77.59 8.48 11.67 6.00 17.40 39.16 34.88 3.50 2.02 4.22 21.10 3.29 21.44 4.60 39.86 31.33 2.02 12.95 12.27 6.36 4.16 5.49 5.51 3.87 5.18 4.61 6.34 13.36 3.87 3.74 2.87 12.10 17.72 5.39 6.28 5.90 2.85 9.60 6.71 4.04 4.72 5.02 7.84 9.18 20.72 6.38 7.93
1 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 2 1 2 2 2 2 0 2 2 0 0 0 3 2 3 2 2 2 3 2 0 1 2 1 2 1 2 2 2 2 0 2 3 2 2 1 2 1 0 1 0 2 0 2 2 2 2 1 2 2 2 2 1 1 2 2 1 2 2 2 2
20:07 20:12 08:57 11:55 06:45 12:15 15:53 11:17 09:46 11:32 16:47 11:32 11:40 10:56 12:15 04:10 08:42 07:08 12:15 05:43 20:03 17:20 11:39 09:15 00:55 18:13 10:04 10:03 14:16 12:07 00:00 05:43 10:36 05:44 13:08 13:09 12:13 05:42 23:32 00:00 21:43 08:38 19:23 10:13 07:35 08:27 16:53 10:13 09:12 19:45 12:14 05:19 10:04 06:12 10:15 08:39 21:02 09:49 19:52 18:28 10:01 20:34 16:24 09:17 11:14 11:04 23:52 12:15 12:15 08:15 08:52 18:29 20:54 09:26 11:08 23:43 11:47 11:08 11:29 09:17
0.371 0.214 0.622 0.278 0.025 0.698 0.507 0.042 0.057 0.260 1.312 0.106 0.105 0.049 0.199 0.155 5.429 1.387 0.921 0.555 0.573 0.280 0.360 0.396 0.137 0.183 0.000 0.000 0.186 0.318 0.001 0.153 0.121 0.534 0.024 0.100 0.121 0.387 0.298 0.000 0.015 0.000 0.071 0.292 0.087 0.237 0.279 0.451 0.031 0.015 0.190 0.067 0.097 0.144 0.161 0.018 0.023 0.121 0.089 0.100 0.194 0.119 0.125 0.073 0.053 0.303 0.039 0.195 0.150 0.077 0.186 0.110 0.037 0.165 0.091 0.060 0.155 0.083 0.062 0.104
0.706 0.240 1.637 0.987 0.698 1.294 0.029 1.102 1.588 0.697 0.365 1.404 1.237 2.047 1.073 0.611 1.544 0.665 2.502 1.089 0.986 0.298 0.033 0.033 0.009 0.001 0.000 0.000 0.002 0.018 0.023 0.600 0.399 0.053 0.010 0.026 0.054 0.491 0.090 0.012 0.002 0.000 0.002 2.744 0.003 0.558 0.272 2.541 0.070 0.422 0.587 0.095 2.582 0.157 0.198 0.002 0.006 0.127 0.004 0.018 2.515 0.392 0.300 1.448 1.137 0.837 1.049 1.012 1.023 1.112 1.234 1.484 1.021 1.428 0.638 0.953 0.877 0.846 0.662 0.916
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J-663 J-665 J-666 J-67 J-670 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816
24.51 24.41 20.34 20.07 22.67 18.16 23.05 20.24 10.04 6.53 5.42 5.74 5.96 0.38 11.91 19.50 16.75 1.43 0.09 5.32 11.74 13.75 5.10 5.04 2.28 18.82 1.22 2.27 2.37 19.49 4.67 5.76 50.42 19.59 25.50 19.95 20.98 19.93 20.64 19.70 29.99 20.37 29.01 25.50 29.29 28.79 20.28 9.18 19.80 18.03 12.29 20.28 4.64 3.96 2.29 19.59 1.35 1.73 1.48 1.40 0.08 0.05 0.09 1.24 0.89 0.63 0.50 0.61 0.69 0.41 0.33 16.15 19.42 13.07 14.24 12.54 11.26 13.18 13.55 14.06
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
10.29 9.86 11.54 3.96 11.82 20.61 8.55 3.93 5.69 2.50 2.42 3.52 4.24 0.86 4.29 8.86 4.30 3.56 3.33 4.08 4.84 3.22 3.58 4.86 3.61 5.90 3.87 15.74 11.76 3.93 32.17 57.82 10.53 3.66 2.71 6.98 7.74 18.08 42.47 32.21 7.49 26.61 13.31 56.83 7.89 22.31 59.91 9.76 14.17 7.50 18.65 6.29 12.45 4.09 3.25 26.71 7.96 5.22 5.49 6.18 2.35 1.69 1.82 2.10 1.13 2.95 2.57 3.06 4.52 2.98 5.55 21.12 6.82 7.19 5.98 5.66 12.56 9.14 5.01 4.97
2 0 2 2 2 2 0 2 2 2 2 2 2 2 1 2 0 0 1 1 1 1 2 3 3 2 2 2 2 1 3 3 2 1 2 2 2 2 1 2 1 2 1 2 1 2 2 1 2 2 1 3 3 2 1 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 3 2
12:15 19:25 08:32 07:40 09:38 11:08 21:43 10:45 12:15 20:27 20:34 18:40 21:36 17:45 19:26 08:21 18:26 14:07 07:28 00:22 08:23 06:34 14:29 04:49 04:53 10:20 15:56 14:28 14:25 15:39 04:45 04:46 05:38 22:10 10:41 11:32 09:45 10:38 10:17 06:36 20:51 08:19 10:05 07:34 19:13 00:27 10:06 09:00 10:42 12:19 09:29 05:35 04:54 11:56 06:52 10:52 00:10 00:10 16:37 18:51 08:51 17:34 13:13 13:13 13:10 13:13 12:13 12:13 17:37 11:56 11:39 02:52 12:15 02:27 00:58 22:28 23:07 23:08 02:25 12:13
0.455 0.332 0.107 0.073 0.170 0.360 0.252 0.048 0.099 0.023 0.017 0.029 0.058 0.000 0.204 0.133 0.247 0.023 0.001 0.056 0.124 0.097 0.062 0.066 0.007 0.032 0.004 0.016 0.099 0.041 0.198 0.207 1.241 0.097 0.125 0.126 0.165 0.416 0.279 0.141 0.320 0.442 0.427 0.777 0.189 1.708 0.240 0.210 0.101 0.031 0.416 0.165 0.175 0.019 0.012 0.358 0.004 0.016 0.007 0.006 0.000 0.000 0.000 0.019 0.002 0.001 0.001 0.004 0.004 0.001 0.008 0.340 0.181 0.042 0.051 0.049 0.133 0.130 0.035 0.140
0.857 0.884 0.683 0.938 0.932 1.045 1.027 0.937 0.870 0.100 0.008 0.056 0.043 0.017 0.004 0.756 0.000 0.002 0.000 0.003 0.004 0.006 0.243 0.198 0.021 1.016 0.018 0.371 0.410 1.037 0.794 4.076 18.862 1.025 2.317 2.011 2.603 2.619 2.182 2.180 2.124 1.200 2.075 2.130 2.146 2.273 2.129 0.662 1.791 1.203 0.068 0.730 0.752 0.580 0.418 1.769 0.109 0.046 0.045 0.040 0.002 0.001 0.003 0.145 0.089 0.027 0.014 0.014 0.032 0.007 0.002 0.408 1.154 0.397 0.499 0.359 0.297 0.549 0.483 0.610
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 35 of 62
J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-87 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
12.71 19.21 14.44 16.03 15.25 18.86 15.31 14.96 7.21 0.00 19.35 7.75 7.55 1.80 0.48 0.50 20.81 2.01 20.06 19.44 0.42 19.12 14.91 0.73 20.32 20.84 20.66 20.26 22.14 22.35 19.27 21.27 0.00 0.00 0.05 4.51 0.00 19.13 7.90 7.87 11.45 49.59 17.07 24.11 20.34 0.03 3.06 2.66 22.51 28.99 24.40
3.90 7.65 4.47 5.83 5.98 18.03 5.17 4.56 2.84 17.60 7.23 5.36 6.24 5.68 5.97 6.62 3.34 5.87 3.84 10.40 11.83 7.69 9.39 18.79 6.54 4.32 7.29 5.31 4.49 4.84 26.28 21.92 3.08 4.05 9.82 7.84 28.01 20.72 10.98 12.77 15.65 55.15 5.79 13.37 3.50 15.52 60.06 43.12 30.51 54.67 10.98
3 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 0 3 1 2 0 0 2 2 2 2 2 2 2 2 2 2 0 0 1 1 0 2 2 2 0 0 3 2 2 2 2 2 2 0 1
02:54 11:24 12:15 12:15 09:19 05:45 08:16 10:45 16:20 03:49 11:26 16:04 12:15 16:25 18:19 13:15 12:13 05:39 06:19 02:29 19:55 23:41 16:45 18:22 10:31 11:03 11:35 08:55 07:57 08:49 11:20 11:29 00:00 00:00 10:24 06:20 00:00 11:11 17:44 08:52 08:26 14:21 05:10 09:36 10:04 12:44 16:19 16:19 11:08 00:00 21:11
0.029 0.066 0.126 0.185 0.026 0.334 0.127 0.108 0.060 0.000 0.060 0.048 0.148 0.026 0.014 0.013 0.069 0.047 0.064 0.482 0.028 0.441 0.305 0.027 0.069 0.073 0.051 0.070 0.072 0.117 0.382 0.776 0.000 0.000 0.003 0.102 0.000 0.887 0.230 0.269 0.485 6.663 0.039 0.347 0.068 0.003 0.065 0.103 0.137 3.063 0.143
0.419 1.264 0.539 0.740 0.532 1.262 0.578 0.518 0.138 0.000 1.262 0.180 0.318 0.009 0.003 0.007 1.411 0.000 1.367 0.470 0.001 0.117 0.138 0.146 1.808 1.732 1.688 1.584 1.925 2.053 1.585 1.205 0.000 0.000 0.002 0.001 0.005 1.600 0.005 0.028 0.061 1.521 0.790 3.155 1.755 0.000 0.600 0.598 3.092 1.160 1.088
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.129 30.36 0.0 0.0 1.530 41 2 12:06 16.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 36 of 62
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 99.99 3.19 12.06 6.834 J-263 72.05 1.34 5.63 2.476 J-279 35.24 2.38 4.21 2.095 J-33A 48.80 1.42 2.82 1.806 J-386 25.58 1.52 1.70 1.017 J-442 99.99 4.49 12.54 10.139 J-561A 100.00 8.68 65.98 18.790 J-567A 19.57 2.71 2.82 1.431 J-582 97.89 1.26 5.19 3.062 J-605 99.33 1.30 6.78 2.650 J-671 99.91 2.47 7.21 5.595 J-694 98.75 0.22 9.20 0.480 J-703 99.99 2.75 11.93 5.713 J-909 96.68 0.22 5.36 0.502 J-911 97.21 0.44 9.74 1.018 J-913 89.29 0.00 11.11 0.005 J-919 99.51 1.11 11.87 2.255 J-920A 100.00 8.17 60.37 16.843 J-963A 78.85 0.13 8.11 0.243 J575A 96.41 0.98 61.46 2.235 OFALL-10 45.79 2.77 4.62 3.206 OFALL-12 29.81 2.06 2.84 1.635 OFALL-14 59.74 0.81 1.41 1.154 OFALL-16 80.76 1.89 3.85 3.523 OFALL-18 33.65 1.49 2.06 1.306 OFALL-20 45.70 0.87 1.44 1.007 OFALL-22 19.49 1.79 1.95 0.927 OFALL-24 0.00 0.00 0.00 0.000 OFALL-26 55.46 1.48 2.27 1.946 OFALL-28 25.08 3.35 3.79 2.259 OFALL-30 73.11 0.98 1.90 1.669 OFALL-32 46.85 1.28 2.27 1.511 OFALL-34 25.39 0.57 0.63 0.382 OFALL-36 33.55 0.94 1.21 0.806 OFALL-38 95.85 0.33 1.28 0.739 OFALL-40 97.65 0.84 1.28 1.690 OFALL-42 94.91 0.84 1.28 1.684 OFALL-44 100.00 3.15 3.30 6.629 OFALL-46 51.24 0.57 1.90 0.655 OFALL-48 58.84 0.74 2.84 0.977 OFALL-50 77.99 0.42 1.28 0.720 OFALL-52 74.23 1.20 1.28 1.844 OFALL-54 80.61 0.79 2.84 1.328 OFALL-66 93.88 2.28 3.79 4.722 WELL-2E 41.69 5.96 55.58 5.756 WELL-3 94.59 0.68 4.88 1.432 WELL-4 94.67 1.95 13.54 4.136 WELL-W-ENID-DR 95.46 2.76 3.79 5.563 ----------------------------------------------------------System 70.44 87.55 267.90 144.393
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 37 of 62
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.88 0 00:01 4.87 0 00:01 1.01 5.73 0 00:01 1.00 0 00:01 0.42 C-WELL4E CONDUIT 13.54 0 00:01 13.27 0 00:01 0.39 5.57 0 00:01 1.00 2 12:14 0.94 CDT-101 CONDUIT 22.49 2 10:08 15.45 2 09:49 4.40 3.18 2 10:08 1.00 2 06:47 3.00 CDT-103 CONDUIT 20.15 2 10:21 12.15 2 09:13 3.94 2.85 2 10:21 1.00 2 06:49 3.00 CDT-105 CONDUIT 22.71 2 10:14 11.98 2 10:17 4.44 3.21 2 10:14 1.00 2 06:56 3.00 CDT-107 CONDUIT 16.56 2 10:42 11.55 2 08:35 3.24 2.34 2 10:42 1.00 2 07:14 3.00 CDT-109 CONDUIT 19.87 1 06:40 13.84 1 10:38 3.89 2.81 1 06:40 1.00 0 06:04 3.00 CDT-11 CONDUIT 3.76 2 16:41 3.44 3 04:25 1.36 4.21 2 16:41 1.00 0 06:04 1.07 CDT-111 CONDUIT 21.83 0 13:24 13.60 2 05:36 4.27 3.09 0 13:24 1.00 0 06:04 3.00 CDT-113 CONDUIT 17.34 2 11:23 7.34 2 10:52 3.39 2.45 2 11:23 1.00 2 08:04 3.00 CDT-115 CONDUIT 26.27 2 10:16 24.04 2 09:07 2.39 2.09 2 10:16 1.00 2 04:54 4.00 CDT-121 CONDUIT 55.58 0 00:00 23.41 2 12:12 0.14 9.19 0 00:00 1.00 0 00:00 1.72 CDT-123 CONDUIT 17.44 2 09:20 14.04 2 11:35 3.41 6.60 0 07:14 1.00 0 12:10 3.00 CDT-125 CONDUIT 19.70 2 09:15 15.06 2 09:43 1.79 1.57 2 09:15 1.00 0 17:28 4.00 CDT-171 CONDUIT 17.60 0 08:37 15.30 0 15:33 0.17 2.15 0 00:28 1.00 0 06:33 4.00 CDT-173 CONDUIT 10.11 2 11:18 8.23 2 10:39 0.65 7.12 0 21:57 0.88 2 12:30 4.00 CDT-175 CONDUIT 4.92 2 16:02 4.05 2 22:19 0.32 3.55 0 22:28 0.89 2 12:17 4.00 CDT-177 CONDUIT 9.52 1 11:51 8.88 1 11:51 0.61 0.94 2 00:11 1.00 1 08:08 4.00 CDT-179 CONDUIT 6.89 1 11:21 5.88 1 11:23 0.44 0.60 1 11:21 1.00 0 09:17 4.00 CDT-181 CONDUIT 3.66 2 12:58 3.66 2 12:58 0.24 0.92 0 06:40 1.00 0 07:47 4.00 CDT-183 CONDUIT 28.40 2 10:57 14.01 2 10:05 1.83 2.26 2 10:57 1.00 0 07:02 4.00 CDT-185 CONDUIT 1.94 2 09:15 1.47 2 09:20 0.12 0.92 0 06:40 1.00 0 07:47 4.00 CDT-187 CONDUIT 16.06 2 09:11 12.24 2 08:13 1.03 1.28 2 09:11 1.00 0 06:38 4.00 CDT-189 CONDUIT 16.06 2 09:11 12.24 2 08:13 1.03 1.28 2 09:11 1.00 0 06:38 4.00 CDT-191 CONDUIT 6.89 1 11:21 5.88 1 11:23 0.44 0.60 1 11:21 1.00 0 09:17 4.00 CDT-193 CONDUIT 30.31 2 08:21 16.32 2 10:09 1.95 2.41 2 08:21 1.00 2 06:10 4.00 CDT-195 CONDUIT 6.60 2 08:43 3.46 0 00:03 0.42 3.03 0 00:01 1.00 0 05:17 3.99 CDT-197 CONDUIT 23.55 2 11:23 18.39 2 10:55 1.51 1.87 2 11:23 1.00 2 08:10 4.00 CDT-199 CONDUIT 19.17 2 11:47 11.78 2 11:35 1.23 1.53 2 11:47 1.00 2 09:31 4.00 CDT-201 CONDUIT 17.20 2 10:27 13.73 2 11:31 1.11 1.37 2 10:27 1.00 2 09:21 4.00 CDT-205 CONDUIT 9.26 2 11:48 6.27 2 11:20 0.01 0.87 2 11:48 0.94 2 16:45 4.00 CDT-207 CONDUIT 30.22 2 11:59 20.20 2 11:54 1.94 2.41 2 11:59 1.00 2 08:16 4.00 CDT-209 CONDUIT 22.64 2 23:31 19.80 2 23:32 1.46 1.80 2 23:31 1.00 0 18:54 4.00 CDT-211 CONDUIT 20.36 2 23:31 17.38 2 23:32 1.31 1.62 2 23:31 1.00 0 18:54 4.00 CDT-213 CONDUIT 22.11 1 07:25 17.10 2 11:27 1.42 1.76 1 07:25 1.00 0 16:11 4.00 CDT-215 CONDUIT 9.21 3 02:42 7.78 3 04:02 0.01 0.89 2 07:28 1.00 2 13:12 4.00 CDT-217 CONDUIT 8.28 2 11:50 5.87 2 11:50 0.01 0.85 2 11:50 0.94 2 16:30 4.00 CDT-219 CONDUIT 9.32 2 11:53 5.99 2 11:51 0.01 0.89 2 11:53 0.96 2 16:43 4.00 CDT-221 CONDUIT 27.47 3 05:18 16.96 3 05:01 1.77 2.19 3 05:18 1.00 2 08:45 4.00 CDT-223 CONDUIT 13.65 2 11:51 6.27 2 11:18 0.88 1.09 2 11:51 1.00 2 09:41 4.00 CDT-225 CONDUIT 20.06 2 11:38 11.90 2 11:28 1.29 1.60 2 11:38 1.00 2 08:41 4.00 CDT-227 CONDUIT 15.30 2 11:08 6.50 2 11:03 0.98 1.22 2 11:08 1.00 2 09:37 4.00 CDT-229 CONDUIT 14.69 2 10:56 6.12 2 11:45 0.94 1.17 2 10:56 1.00 2 08:05 4.00 CDT-231 CONDUIT 14.38 2 10:56 5.98 2 12:19 0.92 1.14 2 10:56 1.00 2 08:05 4.00 2 07:48 4.00 CDT-233 CONDUIT 16.79 2 08:38 15.51 2 09:03 1.08 1.42 1 21:06 1.00 CDT-235 CONDUIT 7.88 2 11:03 6.80 2 11:02 0.01 0.93 2 11:03 0.96 2 18:10 4.00 CDT-237 CONDUIT 6.59 2 09:42 4.94 2 12:01 0.01 0.90 2 09:42 0.96 2 17:34 4.00 CDT-239 CONDUIT 25.76 2 09:50 14.15 2 10:14 1.66 2.05 2 09:50 1.00 2 07:08 4.00 CDT-241 CONDUIT 14.69 2 10:56 6.12 2 11:45 0.94 1.17 2 10:56 1.00 2 08:05 4.00 CDT-243 CONDUIT 9.35 2 12:15 9.20 2 12:15 0.01 0.95 2 12:15 0.96 2 18:11 4.00 CDT-245 CONDUIT 7.05 2 10:55 5.79 2 10:58 0.01 0.83 2 10:43 0.98 2 18:08 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 38 of 62
CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
21.41 29.96 17.62 14.24 23.01 23.01 25.03 29.05 18.04 22.86 22.90 15.78 19.86 31.55 21.72 23.46 12.85 7.32 20.38 18.57 27.81 28.94 29.51 29.89 23.37 21.47 11.60 12.72 74.29 30.42 16.13 3.68 23.44 20.51 20.01 15.78 8.11 65.98 61.46 60.37 12.12 10.97 3.39 6.95 3.90 6.79 4.27 8.93 12.06 11.69 10.03 9.70 9.17 3.41 4.24 4.04 6.01 3.90 6.18 5.14
2 2 2 2 2 2 2 3 2 1 3 3 3 0 2 3 0 2 2 2 3 3 0 3 0 2 2 2 0 0 2 2 2 2 2 2 0 0 0 0 2 2 1 3 2 2 1 2 2 2 2 2 2 2 1 2 3 2 2 2
11:27 11:20 11:18 11:51 09:44 09:44 11:23 05:17 11:16 04:15 04:45 04:54 02:42 09:47 10:47 04:17 09:56 11:45 10:10 11:27 04:50 05:28 14:21 01:10 11:45 11:03 09:31 02:33 08:42 22:33 12:15 19:21 10:39 11:15 09:41 09:20 00:00 00:00 00:00 00:00 12:15 08:21 09:51 00:30 12:27 16:29 22:44 13:13 12:15 11:40 07:46 09:49 12:18 10:23 03:31 10:11 05:10 10:36 11:17 08:15
12.51 17.34 13.79 7.75 16.24 16.24 13.53 13.11 12.42 18.74 18.74 15.46 9.97 29.40 15.21 11.69 9.99 5.32 15.19 9.26 8.08 18.77 19.89 16.47 19.94 18.38 8.63 9.41 66.73 29.75 16.06 2.99 13.04 7.57 19.42 9.58 3.10 22.13 11.41 12.77 12.12 7.41 2.41 5.97 3.90 6.39 3.90 8.43 12.06 7.90 8.03 4.91 9.16 2.77 3.29 2.96 3.80 3.13 4.21 4.62
2 2 2 2 2 2 2 3 2 1 1 3 3 0 2 3 0 2 2 2 3 3 0 2 0 2 0 2 0 2 2 2 2 2 2 2 2 2 2 0 2 2 1 2 2 3 2 2 2 2 1 2 2 2 2 2 3 3 1 2
10:19 10:08 11:44 11:52 09:09 09:09 10:00 04:56 11:07 00:10 00:10 04:55 02:27 08:45 11:02 04:23 09:59 11:41 10:44 11:08 04:07 05:31 12:18 23:58 07:23 11:02 13:30 02:34 07:08 10:48 12:15 19:06 10:23 09:25 09:41 06:55 12:21 12:20 12:16 21:22 12:15 12:16 05:47 16:39 12:27 02:09 12:27 12:15 12:15 07:31 01:23 10:31 12:18 10:37 11:46 11:51 05:04 05:11 01:45 12:03
1.38 1.93 1.13 0.92 1.48 1.48 1.61 1.87 1.16 1.47 1.47 1.01 1.28 2.03 1.40 1.51 0.01 0.01 1.31 1.19 1.79 1.86 1.90 1.92 1.50 1.38 4.73 19.04 4.77 1.12 1.26 0.72 4.59 4.01 3.92 3.09 23.33 20.28 18.89 18.55 1.70 12.32 19.13 26.77 20.87 33.87 32.82 17.67 2.07 6.62 16.01 12.66 77.88 13.79 14.06 15.09 12.71 7.48 14.58 18.22
1.70 2.38 1.40 1.13 1.83 1.83 1.99 2.59 1.44 1.95 1.95 1.45 1.58 2.51 1.73 5.11 1.82 0.68 1.62 1.48 2.21 2.30 2.35 2.38 2.25 1.71 3.69 4.05 5.91 4.30 5.57 0.52 3.32 2.90 2.83 2.23 8.07 14.66 13.80 13.47 3.86 2.42 2.47 4.98 3.63 4.87 7.83 5.08 6.00 3.72 4.99 4.83 8.17 1.70 3.75 2.01 2.99 1.78 5.46 2.56
2 2 2 2 2 2 2 0 2 1 1 3 3 0 2 0 0 2 2 2 3 3 0 3 0 2 2 2 0 0 2 2 2 2 2 2 0 0 0 0 2 2 0 3 0 2 1 0 2 2 2 2 2 2 1 2 3 1 2 2
11:27 11:20 11:18 11:51 09:44 09:44 11:23 00:00 11:16 02:36 02:36 04:46 02:42 09:47 10:47 03:53 09:56 11:45 10:10 11:27 04:50 05:28 14:21 01:10 01:04 11:03 09:31 02:33 08:42 22:33 12:15 19:21 10:39 11:15 09:41 09:20 00:00 00:00 00:00 00:00 12:15 08:21 00:03 00:30 00:02 16:29 22:44 00:01 12:15 11:40 07:46 09:49 12:18 10:23 03:31 10:11 05:10 02:28 11:17 08:15
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.43 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 0 0 2 2 0 2 2 2 2 2 2 2 2 0 2 0 2 0 0 0 0 2 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:06 07:49 07:51 09:40 07:08 07:08 08:21 08:00 09:52 19:46 19:46 11:56 10:37 08:31 08:08 10:23 13:58 13:06 08:21 10:01 10:01 09:44 06:19 10:39 06:55 07:51 05:05 15:52 06:19 06:07 12:15 13:55 01:31 06:20 06:21 01:31 00:00 00:00 00:00 00:00 06:33 07:35 00:04 00:02 00:04 00:02 00:01 00:01 00:01 07:44 01:22 01:22 06:18 01:22 06:20 06:34 06:34 07:01 06:35 07:05
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 2.57 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 0.94 0.94 0.94 0.78 2.40 1.33 1.33 1.27 1.19 0.33 1.44 0.63 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00 1.20 1.60
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 39 of 62
U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.35 3.44 3.36 3.27 3.88 3.50 4.59 5.94 3.21 5.69 4.08 3.89 2.78 3.07 2.37 14.68 2.53 4.24 4.89 10.92 3.90 8.74 20.87 11.26 7.14 8.31 7.84 7.13 22.03 19.33 1.86 14.23 22.88 31.24 14.24 8.11 8.42 5.18 5.21 3.96 4.47 4.21 3.28 23.50 11.48 5.63 5.00 17.71 10.36 6.68 10.29 11.14 6.83 6.77 4.08 3.33 2.97 5.93 3.96 2.82
2 1 2 1 2 2 1 2 1 2 2 2 0 2 3 2 2 3 2 2 2 2 2 1 1 2 2 1 2 2 2 1 1 1 0 1 0 0 1 1 0 2 2 1 2 1 1 1 2 1 1 2 2 2 1 2 2 3 2 1
11:17 10:37 04:05 15:25 11:56 12:26 06:22 09:15 17:36 09:21 11:49 04:43 22:00 11:22 05:58 11:47 11:20 05:16 11:08 07:32 09:31 05:34 07:29 09:12 19:43 04:06 04:43 14:27 03:42 04:17 11:51 19:26 16:26 03:18 16:37 23:22 20:26 18:46 20:11 09:25 23:04 15:59 11:02 04:10 00:10 14:00 08:57 13:31 00:10 20:10 23:48 02:33 00:59 08:07 20:12 07:56 07:40 05:10 07:38 07:11
2.28 2.51 2.53 2.62 3.45 3.50 2.78 4.31 2.89 3.24 3.14 3.18 2.52 2.29 2.23 9.96 1.71 3.93 3.48 10.92 3.27 6.67 13.58 10.70 6.60 6.80 6.82 6.61 16.47 13.73 1.37 11.94 21.74 28.17 13.36 6.96 7.93 4.21 4.02 3.87 4.33 4.06 2.86 22.77 10.13 3.44 3.39 9.04 9.88 5.96 7.41 10.61 5.84 4.90 3.22 2.65 2.80 4.99 2.40 2.46
2 1 1 1 2 2 1 2 2 1 2 2 1 2 3 2 1 3 2 2 2 2 1 2 2 1 2 1 1 1 2 1 1 1 0 1 1 1 2 2 1 2 2 1 1 1 2 2 1 2 1 1 1 2 2 2 2 3 2 1
12:19 12:32 20:47 22:12 11:56 12:26 23:52 10:17 06:49 18:51 12:01 12:35 20:36 05:38 06:00 11:39 23:02 05:53 09:46 07:32 11:44 07:30 23:24 03:21 00:59 20:37 00:11 03:47 12:16 08:16 12:20 08:16 16:26 16:26 16:37 23:23 08:54 23:44 11:58 13:10 09:27 15:50 10:24 10:36 23:48 01:50 00:11 00:32 23:48 02:10 20:11 19:43 20:12 08:08 09:24 07:37 07:40 05:46 07:36 03:48
17.81 22.12 22.15 26.66 1.29 26.58 19.77 13.29 22.67 20.66 14.87 18.03 25.86 20.69 18.86 0.20 20.60 33.78 32.45 25.12 11.46 34.84 47.37 66.88 48.29 24.02 25.98 49.21 26.20 25.99 13.31 33.01 32.44 33.06 56.09 23.07 43.71 23.51 20.03 27.38 21.42 0.08 17.59 41.01 23.78 25.91 37.63 12.64 1.31 55.61 24.15 46.35 54.66 7.40 32.45 21.19 17.98 11.59 14.08 33.60
2.07 3.04 2.97 2.89 3.43 3.09 4.05 5.25 2.84 5.03 2.03 2.20 2.82 2.72 2.09 2.08 2.24 3.75 4.33 5.44 3.45 4.39 10.38 9.95 6.32 7.35 6.93 6.30 10.97 9.71 1.64 7.08 7.28 9.94 12.59 7.17 7.44 4.58 4.61 3.50 3.64 1.74 2.90 7.48 10.15 4.97 4.43 5.65 5.15 5.90 3.28 5.54 6.04 3.37 3.61 2.95 2.62 5.25 3.51 3.59
2 1 2 1 2 2 1 2 1 2 2 2 1 2 3 2 2 3 2 2 2 2 2 1 1 2 2 1 2 2 2 1 1 1 0 1 0 0 1 1 0 2 2 1 2 1 1 1 2 1 1 2 2 2 1 2 2 3 2 1
11:17 10:37 04:05 15:25 11:56 12:26 06:22 09:15 17:36 09:21 11:49 04:43 20:01 11:22 05:58 11:47 11:20 05:16 11:08 07:32 09:31 05:34 07:29 09:12 19:43 04:06 04:43 14:27 03:42 04:17 11:51 19:26 16:26 03:18 16:37 23:22 20:26 18:46 20:11 09:25 23:04 15:59 11:02 04:10 00:10 14:00 08:57 13:31 00:10 20:10 23:48 02:33 00:59 08:07 20:12 07:56 07:40 05:10 07:38 07:11
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:35 15:30 15:30 15:30 07:19 15:30 15:30 15:30 15:30 15:30 08:50 15:56 15:28 15:39 15:38 06:50 15:40 15:38 15:39 16:33 08:08 16:34 16:33 15:27 15:11 15:09 15:09 15:09 15:10 15:11 08:09 15:11 15:48 15:15 15:08 15:07 15:09 15:05 15:09 15:09 15:09 13:43 08:12 14:59 11:14 15:11 15:11 15:51 15:19 15:09 15:53 15:48 15:29 15:53 15:30 15:29 15:27 08:11 15:27 15:24
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.00
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 40 of 62
U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
8.66 18.63 11.17 3.66 4.50 3.18 5.63 5.63 2.75 2.92 3.39 2.95 4.21 2.59 2.81 2.80 2.41 2.52 2.56 2.99 3.87 6.47 4.31 6.98 5.86 6.11 6.23 2.15 2.58 3.77 4.31 4.67 4.33 5.42 4.77 5.08 6.31 6.00 7.92 16.56 14.50 6.20 13.15 2.35 12.26 4.46 3.75 7.17 3.42 7.37 2.49 5.65 2.32 4.64 4.01 3.51 5.81 3.12 11.15 2.56
2 2 1 2 1 2 2 2 2 0 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 3 3 3 1 3 3 3 3 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 2 2 1 2 2 2 2
07:22 09:13 17:38 11:59 07:10 11:41 13:57 13:57 13:32 22:37 02:07 14:42 11:51 11:53 11:42 10:20 08:32 08:21 12:21 10:25 10:08 03:40 09:38 10:20 10:07 21:44 09:37 08:26 09:13 05:13 05:17 05:45 05:28 19:40 05:35 05:45 05:41 04:33 05:30 04:45 03:28 11:24 10:44 10:37 04:27 10:42 05:46 11:09 11:16 04:35 08:32 05:45 07:38 09:06 10:31 07:22 03:53 11:29 11:35 10:57
7.28 12.76 7.30 3.49 4.39 2.75 5.63 5.63 2.75 2.75 3.05 2.75 2.49 1.39 1.84 2.39 2.12 2.32 2.56 2.19 3.53 5.01 3.88 4.95 4.70 4.30 3.13 2.08 2.08 2.69 3.85 3.58 3.22 4.32 3.63 4.08 5.41 5.79 7.91 15.42 14.06 3.88 6.34 1.98 11.13 3.52 3.21 3.77 2.95 4.76 2.37 4.87 2.14 3.68 3.68 3.29 5.11 2.88 8.02 2.02
2 2 2 2 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3 3 2 0 2 3 1 1 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 2 2 2 2 2
07:04 10:40 02:10 12:00 22:10 13:33 13:58 13:58 13:33 17:32 11:08 13:32 11:54 11:52 11:44 10:14 08:21 13:01 12:21 08:55 10:37 05:52 08:45 09:50 08:18 11:28 08:43 08:38 09:14 08:21 04:55 05:07 11:48 18:54 10:01 05:29 18:43 01:56 05:30 04:46 04:46 08:38 09:28 12:44 05:30 05:50 01:04 11:31 10:30 05:41 08:56 05:20 10:00 11:04 10:07 02:44 11:33 11:22 12:00 10:07
19.86 7.91 39.70 27.08 62.09 5.09 19.18 0.74 0.24 20.04 19.82 20.23 12.94 19.03 14.61 28.43 21.33 22.17 18.02 19.63 24.62 18.49 31.07 20.64 18.65 18.32 15.96 44.29 19.82 15.38 29.85 40.82 25.18 22.68 16.73 17.72 24.23 22.33 18.57 0.85 1.37 19.89 0.56 21.96 45.39 41.02 1.50 18.40 32.45 26.08 21.91 43.36 18.17 14.99 11.71 12.30 18.60 27.61 3.58 24.78
7.66 4.75 10.02 3.23 5.73 5.22 11.79 7.17 4.69 2.58 3.00 2.61 3.73 2.29 2.49 2.48 2.13 2.23 2.26 2.64 3.42 5.72 3.81 6.17 5.18 5.40 5.51 4.28 2.28 3.33 3.81 4.25 3.83 4.79 2.37 2.52 3.68 3.71 3.84 5.27 7.21 3.08 4.19 2.08 6.10 3.94 3.31 6.34 3.03 3.67 2.20 4.60 2.05 4.10 1.99 1.88 5.14 2.76 1.47 2.26
2 0 1 2 1 1 1 2 0 0 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 3 3 3 1 3 3 3 1 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 2 2 1 2 2 0 2
07:22 15:47 17:38 11:59 07:10 09:33 20:43 13:57 14:52 22:37 02:07 14:42 11:51 11:53 11:42 10:20 08:32 08:21 12:21 10:25 10:08 03:40 09:38 10:20 10:07 21:44 09:37 08:26 09:13 05:13 05:17 05:45 05:28 19:40 05:35 05:45 05:41 01:56 05:30 04:45 03:28 11:24 10:44 10:37 04:27 10:42 05:46 11:09 11:16 04:35 08:32 05:45 07:38 09:06 10:31 07:22 03:53 11:29 07:15 10:57
1.00 1.00 1.00 1.00 1.00 0.73 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 2 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:28 16:21 15:09 08:11 15:08 13:55 08:11 07:46 13:55 13:58 13:58 13:58 08:08 08:08 08:11 05:19 05:13 05:13 08:10 05:12 05:16 05:13 05:15 05:15 05:15 05:15 05:16 04:45 05:42 05:41 05:15 07:18 05:35 05:36 12:16 14:32 17:15 14:16 20:07 06:59 05:37 05:06 05:38 08:22 04:04 04:16 05:15 05:23 05:41 05:56 08:27 05:40 01:32 01:32 06:18 06:20 04:15 07:57 17:28 05:27
1.20 2.40 1.20 1.20 1.00 1.50 1.00 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20 4.00 1.20
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 41 of 62
U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.63 2.79 3.82 4.07 3.07 15.15 3.52 3.60 6.31 5.97 8.54 5.83 6.56 4.10 3.15 11.10 6.42 4.09 4.10 3.70 24.54 6.12 7.32 7.09 4.63 7.42 4.45 5.92 2.97 6.31 12.76 12.54 7.80 8.53 6.60 7.16 6.76 6.70 4.31 9.69 17.13 9.90 10.07 14.08 19.68 21.18 21.08 23.39 14.77 32.75 23.22 27.42 45.65 70.11 53.58 127.18 17.99 18.33 19.13 48.82
2 2 2 2 2 2 3 2 3 3 3 3 2 2 2 2 2 3 1 3 0 0 0 0 0 2 3 0 3 3 3 2 2 2 2 2 2 2 2 1 2 1 2 1 1 0 0 1 2 2 1 1 1 2 2 1 1 0 0 1
08:18 10:44 10:27 10:04 11:42 10:42 05:17 11:02 04:22 04:39 04:15 04:21 10:51 04:27 05:30 04:26 04:27 01:52 02:51 01:11 15:15 15:17 16:02 16:02 11:16 06:21 04:51 18:25 04:15 01:24 01:23 14:50 11:08 11:08 11:17 11:32 11:19 11:40 10:05 12:20 15:32 11:58 00:05 14:46 09:52 06:49 06:48 19:37 15:53 17:03 13:05 23:16 23:56 10:37 10:45 11:12 18:12 14:00 13:45 10:57
6.52 2.30 3.14 3.33 2.97 11.58 2.40 2.49 4.94 4.86 5.48 4.51 5.62 3.59 2.64 7.91 6.38 2.93 3.36 3.11 21.43 5.25 5.66 5.66 4.55 5.88 4.05 5.11 2.95 4.92 10.53 12.39 5.40 4.43 5.54 4.70 5.62 5.83 3.77 6.76 15.99 8.65 9.18 13.22 15.55 19.86 20.13 15.32 11.51 31.97 21.68 26.11 44.48 63.23 48.50 102.66 17.62 18.13 16.87 48.12
2 2 2 2 2 2 2 3 3 2 3 3 2 2 2 3 2 3 3 3 0 0 0 0 0 0 3 0 3 3 0 2 2 2 2 2 2 2 2 2 2 0 1 1 1 0 0 1 2 2 1 1 1 1 2 1 1 1 1 1
08:18 10:15 08:57 12:48 12:31 10:05 12:52 05:04 03:55 09:15 04:15 04:09 09:09 05:30 05:30 03:34 04:28 01:58 01:47 00:23 11:16 15:18 21:12 21:12 11:16 12:07 04:46 08:52 04:16 04:48 00:03 14:56 08:13 11:54 11:33 11:15 12:03 11:08 11:35 08:44 15:19 08:48 10:53 14:47 20:29 06:49 06:49 16:15 13:34 14:08 07:13 19:47 15:09 16:30 07:59 19:26 14:58 05:12 22:46 11:02
14.78 25.10 22.14 0.52 27.38 9.07 12.16 13.30 11.26 16.19 12.87 0.57 0.40 1.07 30.07 11.31 49.43 31.62 15.50 27.46 58.67 9.00 2.76 27.08 0.84 13.60 31.12 29.68 43.63 1.15 9.74 1.90 27.36 6.01 7.69 9.79 11.31 8.60 16.81 25.86 3.32 1.45 1.67 3.92 2.00 1.07 1.94 1.98 2.85 1.66 2.89 5.32 3.53 2.96 0.93 2.17 1.68 0.76 3.32 1.12
5.86 2.47 3.38 3.60 2.71 4.82 1.75 1.79 3.57 3.38 4.83 2.90 3.26 3.62 2.78 2.45 5.87 3.62 3.62 3.01 20.00 4.99 4.14 4.01 2.97 4.20 3.93 6.43 3.22 4.11 3.34 15.96 6.90 1.89 1.46 1.58 1.49 1.48 2.15 4.82 5.45 4.92 5.01 7.00 6.26 6.74 10.49 7.45 4.70 10.51 7.47 8.88 10.16 9.92 8.74 10.50 8.95 9.28 4.89 15.54
2 2 2 2 2 2 3 2 3 3 3 3 2 2 2 2 2 3 1 3 0 0 0 0 0 2 3 0 3 0 0 2 2 2 2 2 2 2 2 1 2 1 2 1 1 0 0 1 2 2 2 1 1 2 2 1 1 0 0 1
08:18 10:44 10:27 10:04 11:42 10:42 05:17 11:02 04:22 04:39 04:15 04:21 10:51 04:27 05:30 04:26 04:27 01:52 02:51 01:11 15:15 15:17 16:02 16:02 13:18 06:21 04:51 18:25 04:15 00:22 00:02 14:50 11:08 11:08 11:17 11:32 11:19 11:40 10:05 12:20 15:32 11:58 00:05 14:46 16:01 06:49 06:48 19:37 15:53 17:03 01:56 23:16 23:56 10:37 07:58 11:12 18:12 21:13 06:18 10:57
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:27 05:42 04:15 05:31 05:16 20:57 07:50 07:08 05:07 07:05 06:18 07:08 07:08 05:16 05:08 15:16 02:36 04:43 04:43 04:43 07:20 07:20 07:25 07:25 08:42 00:22 00:22 00:21 00:21 11:51 00:09 00:01 21:17 10:14 10:14 10:14 10:15 10:15 23:58 04:50 04:41 05:49 05:57 06:00 06:07 05:18 05:20 05:58 04:45 06:03 06:03 06:04 06:07 06:20 06:36 06:23 05:44 06:17 06:30 06:11
1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.49 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.25 1.50 1.50 1.45 1.50 1.20 1.08 1.08 3.83 3.19 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 2.00 1.60 2.00 2.00 2.00 2.00 1.99 2.40 3.00 2.80 4.00 1.60 1.60 2.38 2.00
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 42 of 62
U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.35 3.06 3.71 3.23 9.52 7.92 8.41 28.82 31.74 19.74 17.97 13.35 2.04 32.72 29.40 19.95 15.76 23.18 34.97 16.83 7.32 15.05 30.93 4.89 20.10 10.58 13.50 7.42 4.26 2.71 9.29 6.48 11.29 5.19 4.34 3.01 4.04 4.41 2.10 11.41 4.57 5.71 9.75 5.22 2.03 4.00 4.26 2.71 3.13 4.26 4.30 6.91 7.12 9.38 8.31 6.77 6.78 2.42 5.05 2.17
2 2 2 0 0 0 0 2 2 1 2 2 2 1 3 0 2 3 3 0 3 1 0 2 3 3 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 3 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
15:46 09:34 18:34 10:16 14:16 14:21 08:22 12:13 23:58 10:04 20:49 08:21 10:09 09:00 05:28 00:02 17:26 05:30 05:52 21:16 04:59 18:11 23:04 12:13 05:41 05:19 13:09 12:13 13:08 12:24 11:58 11:41 08:22 02:02 14:10 10:55 09:54 05:38 13:13 12:16 04:48 00:16 10:15 10:07 19:45 16:24 16:24 10:14 06:55 15:48 14:22 09:45 13:14 08:38 13:15 13:15 13:14 10:38 04:38 08:32
5.06 1.46 3.68 3.13 8.68 7.56 6.57 27.27 29.11 16.61 16.69 8.23 1.46 28.78 27.63 13.88 12.37 22.48 28.40 9.77 7.02 12.63 29.67 4.88 15.46 8.05 7.60 5.29 2.95 2.71 8.88 5.52 10.49 5.18 4.22 2.63 3.32 3.94 2.00 11.41 3.40 4.39 6.25 4.26 1.84 3.35 3.21 2.41 3.06 4.26 4.26 4.35 6.69 6.68 8.03 6.69 6.69 1.74 3.82 1.93
3 2 2 2 1 0 2 2 2 1 0 2 2 2 2 3 2 2 2 0 3 1 0 2 3 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
00:19 09:54 18:48 10:56 05:13 14:21 00:12 12:20 17:30 08:27 09:32 08:16 09:51 07:12 17:19 05:43 16:03 16:29 17:21 21:17 05:35 18:11 23:05 12:13 04:43 05:07 13:09 12:14 12:13 12:24 11:59 05:55 12:13 13:33 14:14 10:56 12:33 09:15 13:14 12:16 03:41 18:15 10:17 18:15 12:26 16:24 21:31 10:08 06:55 15:49 15:49 08:12 13:15 14:08 13:16 12:24 12:24 10:37 05:16 08:52
5.61 13.70 43.45 35.72 2.71 0.92 10.02 1.47 20.00 12.30 18.34 0.35 21.02 1.07 29.97 0.78 0.78 8.01 0.40 6.16 1.47 35.24 0.56 0.76 11.86 0.15 35.04 28.65 29.88 17.16 0.27 20.34 1.95 57.07 1.39 0.82 18.30 0.80 32.22 33.67 0.10 0.12 24.94 0.75 0.65 30.61 16.74 19.60 25.32 29.78 14.22 12.36 1.12 11.29 0.63 0.80 0.71 20.99 16.33 19.58
5.81 3.32 4.73 4.12 3.53 3.94 2.68 9.17 7.02 6.61 4.86 2.95 2.21 10.42 6.50 6.62 5.02 7.38 4.35 1.92 5.25 5.29 2.46 4.90 4.09 19.51 9.67 4.20 3.76 2.21 2.05 3.22 5.61 6.61 3.84 2.66 3.30 2.20 2.68 5.68 2.27 2.87 7.95 4.62 1.80 3.53 3.77 2.21 2.77 3.76 2.14 3.44 3.54 4.67 7.34 5.99 8.63 2.14 4.46 1.92
2 2 2 0 0 0 0 2 2 0 1 2 2 1 3 0 2 3 3 0 3 1 0 2 3 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 3 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
15:46 09:34 18:34 10:16 06:25 14:21 08:22 12:13 23:58 00:00 10:04 08:21 10:09 09:00 05:28 00:02 17:26 05:30 05:52 00:08 04:59 18:11 23:04 12:10 05:41 11:42 13:09 12:13 13:08 12:24 11:58 11:41 08:22 02:02 14:10 10:55 09:54 05:38 13:13 12:16 04:48 05:46 10:15 10:07 19:45 16:24 16:24 10:14 06:55 15:48 14:22 09:45 13:14 08:38 13:15 13:15 13:14 10:38 04:38 08:32
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 2 2 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:09 21:20 06:24 06:24 06:29 06:18 05:08 00:03 00:04 10:03 10:04 08:00 21:20 00:02 00:04 00:02 06:10 06:51 07:14 06:25 06:09 05:47 06:32 12:35 06:12 11:48 11:41 11:42 11:41 22:33 20:11 06:31 05:59 00:00 05:59 06:36 22:33 06:36 06:45 00:00 09:07 09:07 22:33 06:25 06:09 05:46 05:46 22:33 05:46 05:46 05:53 05:53 05:53 05:42 06:58 06:58 00:00 08:22 08:21 08:25
1.08 1.08 1.00 0.99 0.99 1.60 2.00 0.78 2.03 0.94 1.38 2.40 1.08 1.07 2.27 2.39 1.86 1.98 3.20 4.00 1.33 2.00 4.00 1.20 2.50 1.58 1.24 0.73 0.65 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 0.63 1.59 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.02 0.47 0.39 1.20 1.20 1.20
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 43 of 62
U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
12.68 3.89 5.79 3.92 3.85 3.58 8.23 6.61 3.40 2.96 3.91 6.01 9.51 6.18 9.34 8.82 4.61 7.21 6.84 8.17 12.34 8.76 9.30 13.34 5.52 4.48 3.29 7.93 2.82 2.85 6.03 6.03 6.03 11.37 11.93 4.37 3.47 2.66 9.20 3.06 7.26 6.53 6.02 6.18 15.26 11.15 3.14 36.77 82.78 8.92 8.88 6.16 12.89 9.07 1.69 2.41 6.42 8.28 4.04 8.76
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 1 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 0 1 3 2 2 2 2 3 1 3 3 0 0 2 2 1 2 2 2 2 1 1
11:14 08:39 10:12 09:38 09:07 08:37 09:07 12:19 06:59 08:48 10:57 11:21 02:09 11:43 11:48 11:47 11:38 15:00 03:00 09:38 09:30 07:52 08:32 08:22 21:48 12:17 19:39 07:46 11:48 15:40 12:25 12:25 12:25 00:00 00:00 00:02 00:03 00:05 00:00 16:40 04:46 15:33 15:51 14:16 14:28 04:46 11:03 04:52 04:45 15:04 15:04 06:39 07:04 12:26 10:15 10:08 11:32 10:29 08:18 08:59
4.83 3.12 4.14 2.77 3.37 2.88 5.38 6.59 3.19 2.74 3.35 5.14 7.85 5.95 9.06 7.33 3.41 7.21 6.84 6.80 9.77 8.57 7.53 11.06 4.50 4.48 2.07 6.83 2.16 2.38 6.03 6.03 6.03 9.32 9.21 3.73 3.09 2.23 6.68 2.63 6.44 5.91 5.59 5.11 10.04 9.83 3.11 36.76 77.15 7.45 7.51 5.68 12.13 6.92 1.45 1.60 4.43 4.87 2.93 7.44
2 2 3 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 0 2 0 0 2 1 3 2 2 2 3 3 1 3 3 2 2 0 2 1 2 2 2 2 0 1
09:29 11:09 05:53 09:23 09:27 09:03 10:09 12:19 09:39 08:57 10:32 12:16 04:00 08:44 11:49 11:53 05:47 15:00 03:00 21:11 07:50 07:52 22:09 06:16 20:06 12:18 19:35 08:28 21:25 21:20 12:25 12:25 12:25 12:15 00:02 13:15 00:04 00:05 12:15 19:27 04:47 12:15 15:51 15:50 04:46 04:46 11:03 04:52 04:46 05:46 05:46 08:35 07:50 10:12 10:13 10:01 11:35 08:53 19:48 09:00
15.22 14.94 0.06 31.99 33.08 30.34 11.84 16.76 27.83 20.90 15.74 11.70 7.62 0.48 17.71 21.61 20.99 2.20 37.33 18.53 11.71 18.70 16.02 6.19 5.12 12.86 25.88 20.60 23.41 26.05 31.61 26.76 37.27 18.40 39.07 34.34 29.21 23.69 33.24 24.93 57.76 51.99 51.55 22.26 39.34 34.18 27.25 57.32 157.51 2.85 30.26 41.77 8.85 8.73 19.86 27.90 6.21 13.64 20.60 0.14
6.31 1.93 2.26 3.47 3.41 3.16 4.10 2.11 3.00 2.62 1.95 1.91 3.11 1.97 2.97 4.38 4.08 7.25 8.07 2.60 3.93 2.79 2.96 1.89 2.75 2.23 2.91 7.01 2.49 2.52 5.34 5.34 5.34 12.33 10.58 3.86 4.62 2.50 5.43 2.70 6.42 5.85 5.46 3.07 7.59 5.55 2.78 18.29 > 50.0 7.26 7.24 5.02 2.85 2.00 2.16 3.06 1.42 4.12 3.58 2.79
2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 0 0 1 1 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 0 1 3 2 2 2 2 3 1 3 3 0 0 2 2 1 2 2 2 2 1 1
11:14 08:39 08:09 09:38 09:07 08:37 09:07 12:19 06:59 08:48 10:57 11:21 02:09 08:43 11:48 11:47 11:38 00:00 00:00 09:38 09:30 07:52 08:32 08:22 21:48 12:17 19:39 07:46 11:48 15:40 12:25 12:25 12:25 00:00 00:00 00:02 00:02 00:05 00:00 16:40 04:46 15:33 15:51 14:16 14:28 04:46 11:03 04:52 04:45 15:04 15:04 06:39 07:04 12:26 10:15 10:08 11:32 10:29 08:18 08:59
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2 2 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0
08:48 08:48 11:36 08:21 08:12 08:13 08:49 06:30 08:13 08:04 08:43 19:36 10:08 09:48 07:45 07:03 05:46 00:00 00:01 07:42 07:42 07:43 07:43 19:42 11:46 11:47 11:41 01:32 11:39 11:38 00:02 00:02 00:02 00:00 00:00 00:02 00:04 00:05 00:00 01:30 03:28 07:03 01:12 11:53 07:13 02:49 01:16 17:44 17:24 00:53 01:08 01:08 04:25 04:25 20:42 20:42 06:48 01:09 01:02 06:44
1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 0.47 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.05 1.05 0.47 0.47 0.47 0.84 1.17 1.20 0.59 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60 1.20 2.00
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 44 of 62
U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.23 6.44 5.41 8.68 3.98 16.37 14.67 19.25 14.54 27.67 7.18 12.04 8.55 4.95 5.74 4.14 4.55 8.09 5.63 6.28 4.77 5.82 4.69 2.39 2.22 2.99 2.45 3.43 4.07 3.98 3.22 4.37 4.29 4.30 7.79 4.65 7.79 8.75 8.71 4.00 3.96 7.56 7.09 12.74 6.85 12.37 3.58 3.78 4.94 4.56 4.71 13.81 7.67 7.87 3.04 6.35 5.71 6.21 6.72 4.12
2 2 2 3 1 3 3 3 3 3 3 1 2 2 3 1 3 2 1 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 3 3 3 3 3
10:49 12:06 08:47 05:56 21:12 03:54 03:46 00:22 01:11 00:02 05:47 21:59 11:33 11:56 05:20 08:55 05:13 00:10 16:37 18:51 08:51 09:03 13:12 11:58 13:13 11:56 12:32 11:47 07:58 11:47 16:51 17:37 12:15 12:15 12:15 05:50 12:15 12:15 13:15 18:03 17:48 13:14 13:15 09:49 16:24 08:21 11:17 11:28 00:50 05:58 10:31 23:07 02:12 01:45 05:58 02:27 02:02 01:19 01:41 03:38
3.08 6.29 5.21 7.64 2.83 14.07 13.08 15.55 14.41 18.07 6.48 9.07 7.44 4.84 4.72 3.20 4.11 4.73 4.69 5.14 4.01 3.31 3.82 1.58 1.81 2.30 2.09 3.22 3.85 2.14 2.19 3.62 4.29 4.29 7.79 3.91 7.78 8.72 8.36 3.14 3.01 5.46 5.31 9.18 6.59 8.71 3.13 2.96 3.99 3.75 3.35 11.81 7.46 6.48 2.52 5.77 4.21 5.55 5.49 3.04
2 2 2 3 1 3 3 3 3 2 0 1 2 3 3 2 3 3 1 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 3 3 3
12:51 12:07 12:15 05:29 07:10 05:00 03:09 01:21 01:11 23:09 22:04 11:10 11:34 05:04 05:41 01:07 05:20 05:21 17:40 09:19 13:12 09:46 13:11 12:01 19:41 13:13 11:52 11:47 09:37 17:10 23:45 18:03 12:15 12:15 12:15 04:37 12:15 12:15 11:56 10:58 11:59 11:51 13:17 09:46 18:09 08:16 07:50 10:07 11:10 04:08 11:40 23:08 01:37 01:37 11:10 02:20 02:02 01:43 00:34 05:00
14.68 0.15 6.94 17.16 23.28 6.52 9.54 12.09 15.85 4.90 54.27 23.40 14.22 23.70 41.35 18.06 45.63 34.02 48.57 52.80 47.60 19.83 30.84 23.27 19.32 26.82 25.70 32.47 21.67 25.32 23.59 23.59 26.06 13.00 26.05 30.53 22.18 6.19 76.18 22.50 14.77 19.67 25.62 4.84 59.80 0.52 19.75 13.89 14.70 23.03 15.68 9.95 13.08 44.30 24.48 32.74 19.10 21.34 22.54 27.55
1.83 5.25 1.72 2.76 3.52 5.21 3.24 4.25 3.22 2.40 9.14 5.99 4.25 4.38 7.37 3.66 5.79 10.30 7.17 7.99 6.12 5.14 5.97 3.48 2.99 3.81 3.22 4.62 3.60 5.22 4.39 3.91 3.80 2.14 3.87 4.11 3.98 3.36 7.78 3.54 1.97 3.76 3.53 2.95 6.06 3.94 3.16 1.88 2.46 4.03 2.34 4.40 2.44 6.96 2.69 5.62 2.84 3.09 3.34 3.64
2 2 2 3 1 3 3 3 3 3 3 1 2 2 3 1 3 2 1 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 3 3 3 3 3
10:49 12:06 08:47 05:56 21:12 03:54 03:46 00:22 01:11 00:02 05:47 21:59 11:33 11:56 05:20 08:55 05:13 00:10 16:37 18:51 08:51 09:03 13:12 11:58 19:41 11:56 13:11 11:47 07:58 11:47 16:51 19:01 12:15 12:15 12:15 05:50 12:15 12:15 13:15 18:03 17:48 13:14 13:15 09:49 16:24 08:21 11:17 11:28 00:50 05:58 10:31 23:07 02:12 01:45 05:58 02:27 02:02 01:19 01:41 03:38
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.56 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 1 0 0 2 2 2 2 2 0 1 1 2 2 2 2 0 2 2 2 2 2 2 2 2 2 0 1 2 2 0 2 2 2 1 0 1 2 2 2 0
06:06 09:41 16:51 06:30 00:57 06:30 06:38 04:24 04:25 06:30 00:09 00:03 06:31 11:56 10:30 00:48 18:28 18:28 20:00 22:46 07:50 00:45 21:51 10:04 11:51 11:51 11:56 11:47 00:45 20:58 16:15 09:57 11:50 11:59 12:06 00:40 12:15 12:15 12:04 06:55 08:18 08:18 08:18 10:04 06:55 07:42 10:24 06:57 06:57 00:36 06:57 07:18 07:10 10:20 00:33 10:08 06:52 06:51 06:51 00:29
1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.57 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60 1.60 1.19
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U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13 WEIR-15 WEIR-17
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
10.74 9.99 23.59 10.97 18.13 12.46 10.00 10.54 15.46 7.45 2.19 2.19 3.33 2.65 2.96 5.23 6.39 4.68 3.18 4.27 15.32 11.80 6.61 5.36 9.74 11.11 11.87 12.84 4.94 14.10 11.04 12.42 7.73 23.62 18.41 7.77 6.33 12.73 7.65 7.27 9.13 6.98 8.00 8.00 143.36 3.10 14.05 0.00 37.59 22.01 95.40 52.91 11.72 5.63 42.62 143.43 6.99 5.35 6.05 25.19
3 2 0 0 1 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 0 1 2 1 2 2 0 2 2 2 2 2 0 2 0 0 3 2 2 0 2 2 2 2 0 2 2 2 2 2 2 3
02:27 09:40 06:49 08:47 23:05 18:16 18:00 11:59 10:05 18:25 11:48 11:48 11:24 09:46 10:28 08:45 11:34 09:54 09:18 08:48 11:41 06:39 11:17 12:15 12:15 00:00 00:00 06:36 00:00 21:02 17:44 20:13 11:02 09:36 00:00 16:38 08:20 11:58 20:16 08:20 09:13 13:15 08:01 08:01 05:44 12:20 04:03 00:00 20:47 08:59 15:21 11:08 08:24 13:56 17:51 08:55 15:25 18:01 23:31 01:59
7.29 6.83 21.50 9.57 12.43 9.56 8.87 9.44 12.08 6.56 2.19 2.18 2.53 2.13 2.83 2.86 3.99 4.40 3.04 3.89 8.63 11.04 5.04 5.36 9.74 4.97 8.86 11.10 3.10 14.00 10.23 9.70 4.87 16.06 5.92 7.04 4.68 9.22 6.41 5.81 8.18 6.81 8.00 8.00 88.13 3.10 12.90 0.00 30.71 12.51 49.11 16.19 6.70 5.63 28.67 98.23 4.55 4.38 4.69 20.49
2 2 0 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 0 2 2 2 1 2 2 3 2 3 2 2 2 3 3 3 2 0 0 3 2 1 0 2 2 2 2 2 2 2 2 2 2 2 3
09:09 08:21 06:49 06:15 07:47 22:26 17:44 11:59 23:04 13:05 11:49 11:49 10:12 09:19 10:08 10:14 11:07 09:54 12:41 08:49 13:30 06:39 11:18 12:15 12:15 00:01 12:15 06:36 12:21 08:46 17:45 19:57 02:32 07:12 05:53 17:14 09:32 12:10 01:27 01:28 04:50 13:15 08:22 08:22 02:52 12:21 23:07 00:00 20:46 09:40 17:22 09:40 12:15 14:00 12:27 07:28 12:31 18:01 12:27 03:05
12.05 8.10 6.02 1.04 1.76 12.79 15.24 14.70 6.20 36.00 0.82 1.01 23.99 23.26 18.01 10.82 9.79 13.81 12.82 13.89 0.86 0.66 37.62 2.33 3.00 3.79 1.56 5.65 15.69 1.30 38.41 44.50 25.20 0.62 25.59 32.47 36.72 11.76 35.83 46.02 14.62 32.03 1.00 1.00
5.34 2.63 3.34 3.49 5.77 4.76 3.18 3.35 3.42 6.26 2.78 3.03 3.41 2.34 2.62 2.60 3.18 2.33 1.58 2.41 3.39 2.61 5.84 6.82 8.61 5.70 6.10 3.27 6.39 7.01 5.49 6.17 5.54 6.39 9.16 5.57 5.60 4.70 5.48 6.57 8.08 5.00
3 1 0 0 1 0 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 1 2 1 2 2 0 2 2 2 2 2 0 2
02:27 15:04 06:49 08:47 23:05 06:26 18:00 11:59 10:05 18:25 11:29 11:29 11:24 09:46 10:28 08:45 11:34 09:54 09:18 08:48 11:41 06:39 11:17 12:15 12:15 00:00 00:00 00:00 00:00 21:02 17:44 20:13 11:02 09:36 00:00 16:38 08:20 06:19 20:16 08:20 09:13 13:15
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0
06:52 07:20 05:58 05:08 05:14 06:44 06:44 06:44 06:45 06:40 11:48 12:01 16:07 08:28 08:28 08:55 08:55 08:57 08:57 08:43 04:50 04:50 01:08 00:00 00:00 00:00 00:00 00:00 00:00 05:19 00:05 00:04 00:30 00:05 00:00 04:19 07:17 07:58 08:00 07:14 00:03 00:03
1.00 0.09 0.57 0.00 1.00 0.57 1.00 1.00 0.41 0.23 1.00 1.00 0.40 0.32 0.36 0.93
2 2 2 0 2 2 2 2 2 2 2 0 2 2 2 3
12:49 17:51 00:31 00:00 20:37 09:01 07:41 08:08 09:05 13:56 11:50 06:30 16:17 21:01 23:33 02:14
1.60 2.40 3.00 2.00 2.00 1.99 2.00 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 0.63 0.63 1.60 0.47 0.63 1.53 1.60 1.32 2.40 0.63 1.32 1.20 2.00 1.03 0.97 1.19 1.20
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 46 of 62
WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49 CDT-51 CDT-53
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.95 1.98 5.75 3.65 0.42 2.51 8.62 2.15 3.78 1.62 5.49 6.01 0.00 0.00 2.92 2.06 5.99 7.88 0.00 7.12 0.60 7.36 6.58 3.76 9.27 4.01 16.87 9.64 7.82 2.13 0.00 1.17 3.54 3.99 3.72 13.89 16.52 18.82 9.31 62.09 98.05 2.16 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.79 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30
2 2 2 2 2 2 2 2 2 2 2 3 0 0 2 2 2 2 0 2 2 2 2 2 2 3 3 3 2 2 0 2 3 2 3 2 2 2 2 2 2 3 2 1 0 2 0 0 0 1 0 1 0 1 0 0 2 0 0 0
20:47 12:15 12:15 12:58 09:01 13:04 21:50 14:16 12:15 16:45 23:32 04:31 00:00 00:00 11:47 16:08 12:18 17:38 00:00 16:45 20:37 21:19 21:59 12:19 23:03 05:02 04:46 02:17 17:34 18:12 00:00 12:46 00:02 14:31 04:26 20:55 23:56 23:56 16:45 06:36 08:43 02:53 07:12 15:37 05:46 06:16 07:17 10:49 16:12 09:28 00:00 06:08 08:46 20:31 19:59 09:30 11:34 06:20 07:06 00:00
4.92 1.97 5.71 3.65 0.33 2.51 5.76 2.15 3.78 1.33 4.21 4.79 0.00 0.00 2.83 1.55 5.98 5.42 0.00 5.25 0.48 5.54 4.88 3.76 7.88 4.00 15.82 7.31 4.49 2.13 0.00 1.16 3.27 3.99 2.22 8.29 9.04 10.54 4.66 40.92 69.09 2.15 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.80 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30
2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 2 2 2 0 2 2 2 2 2 2 3 2 3 2 2 0 2 2 2 2 3 3 2 2 1 1 3 2 2 0 2 2 1 1 1 0 2 2 2 1 0 2 0 0 0
15:21 12:15 12:15 12:58 12:51 13:04 22:27 14:16 12:16 12:20 23:31 12:08 00:00 00:00 11:47 22:02 12:19 22:27 00:00 12:02 20:46 22:27 20:25 12:19 20:46 05:03 11:56 01:56 20:25 18:13 00:00 12:46 17:53 14:31 15:05 01:36 03:05 22:27 22:27 13:47 13:06 02:46 09:38 09:23 19:30 06:18 07:05 06:26 00:54 11:40 00:00 07:49 08:12 06:13 08:00 21:07 11:35 06:50 07:21 00:05
0.49 0.11 0.19 0.14 0.05 0.11 0.45 0.20 0.31 0.23 0.23 0.28 0.00 0.00 0.24 0.21 0.46 0.45 0.00 0.91 0.11 0.44 0.42 0.27 1.00 0.15 0.63 0.36 0.43 0.21 0.00 0.37 0.18 0.17 0.17 0.60 0.74 0.74 0.51 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 2 3 2 0 0 2 2 2 2 0 2 2 2 2 2 2 3 3 2 2 2 0 2 2 2 3 2 2 2 2 0 0 0
17:51 12:17 12:17 12:58 09:01 13:03 16:55 18:40 16:56 16:45 05:43 23:31 00:00 00:00 16:44 18:13 21:06 16:55 00:00 18:10 18:29 21:49 17:58 17:45 07:46 05:02 05:13 13:36 17:02 14:58 00:00 12:52 23:50 15:09 04:26 21:46 23:33 23:33 16:44 05:06 04:52 06:03
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 47 of 62
CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
2 0 2 0 1 2 2 0 0 0
00:20 17:28 08:28 16:23 12:07 06:46 11:29 07:45 05:14 06:08
1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
2 1 2 0 1 2 2 1 0 0
10:48 01:32 11:58 17:22 23:11 08:23 11:35 01:27 06:11 06:56
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 48 of 62
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.27 0.00 0.00 0.73 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-11 1.00 0.02 0.01 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.05 0.00 0.00 0.35 0.00 0.00 0.59 0.01 0.00 CDT-175 5.03 0.06 0.00 0.00 0.39 0.00 0.00 0.55 0.01 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 35.11 0.00 0.77 0.00 0.23 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 35.11 0.00 0.74 0.00 0.26 0.00 0.00 0.00 0.02 0.00 CDT-217 37.56 0.00 0.78 0.00 0.22 0.00 0.00 0.00 0.00 0.00 CDT-219 35.11 0.00 0.78 0.00 0.22 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 35.11 0.00 0.77 0.00 0.23 0.00 0.00 0.00 0.01 0.00 CDT-237 40.98 0.00 0.77 0.00 0.23 0.00 0.00 0.00 0.01 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 40.98 0.00 0.77 0.00 0.23 0.00 0.00 0.00 0.01 0.00 CDT-245 40.98 0.00 0.77 0.00 0.23 0.00 0.00 0.00 0.01 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-279 35.11 0.05 0.42 0.00 0.53 0.00 0.00 0.00 0.37 0.00 CDT-281 35.11 0.02 0.78 0.00 0.20 0.00 0.00 0.00 0.00 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 49 of 62
CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208
5.03 5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.04 0.00 0.00 0.05 0.00 0.04 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.04 0.00 0.00 0.00 0.00 0.01 0.04 0.00 0.05 0.05 0.06 0.01 0.01 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.98 1.00 0.98 1.00 1.00 1.00 0.95 1.00 0.97 0.00 1.00 0.96 1.00 0.96 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.99 0.95 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.94 0.60 1.00 1.00 1.00 1.00 0.96 0.88 1.00 0.94 0.80 0.84 0.94 0.99 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.35 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.01 0.15 0.07 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.05 0.04 0.00 0.00 0.00 0.00 0.00
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U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A
1.00 1.00 1.06 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.28 1.30 1.00 1.00 1.00 1.00 1.40 1.00 1.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.06 0.04 0.00 0.00 0.00 0.16 0.04 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.00 0.01 0.01 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.99 0.35 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.96 0.96 0.92 1.00 1.00 1.00 1.00 0.99 1.00 0.96 0.88 0.94 0.97 1.00 1.00 0.31 0.28 0.91 0.66 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39 1.00 1.00 0.99 0.98 0.96 0.66 0.94 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.89 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.00 0.03 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.00 0.00 0.00 0.54 0.67 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.00 0.00 0.00 0.00 0.02 0.32 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.30 0.00 0.35 0.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00
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U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509
1.00 1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.05 0.05 0.04 0.04 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.03 0.03 0.03 0.03 0.00 0.03 0.03 0.03 0.03 0.03 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 1.00 0.98 0.98 0.98 0.98 0.98 1.00 0.98 0.88 1.00 0.99 0.98 0.94 0.95 0.95 0.96 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.85 0.75 0.91 0.97 0.97 0.96 1.00 0.89 0.87 0.90 0.87 0.73 0.71 0.86 1.00 0.95 0.89 1.00 1.00 1.00 1.00 1.00 0.95 0.96 1.00 1.00 0.94 0.59 0.04 0.99 1.00 1.00 1.00 1.00 1.00 0.82 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.22 0.05 0.00 0.00 0.01 0.00 0.07 0.09 0.06 0.09 0.23 0.21 0.13 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.41 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.02 0.04 0.01 0.13 0.19 0.23 0.07 0.01 0.21 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.05 0.40 0.74 0.05 0.00 0.00 0.00 0.00 0.09 0.04 0.07
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U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW
1.00 1.00 1.00 1.00 1.00 1.00 8.39 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.71 4.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 7.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.20 0.05 0.80 0.80 0.80 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.04 0.00 0.00 0.01 0.00 0.01 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.05 0.01 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.94 1.00 1.00 0.18 0.95 0.20 0.20 0.18 0.18 1.00 1.00 1.00 0.98 1.00 1.00 0.96 1.00 1.00 1.00 1.00 0.91 0.93 1.00 0.96 0.96 1.00 0.99 1.00 0.99 1.00 0.99 0.99 0.98 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.21 0.97 1.00 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.02 0.00 0.00 0.59 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.58 0.02 0.00 0.00 0.03 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.00 0.06 0.00 0.06 0.00 0.00 0.06 0.00 0.00 0.02 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.31 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 12.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.09 0.07 0.06 0.06 0.06 0.06 0.00 0.15 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.14 0.00 0.14 0.13 0.12 0.08 0.08 0.00 0.11 0.09 0.05 0.05 0.09 0.11 0.00 0.13 0.12 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.87 0.44 0.44 0.38 0.62 0.36 1.00 0.75 0.15 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 0.98 1.00 0.96 1.00 0.22 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.49 0.55 1.00 0.85 0.61 0.83 0.51 0.56 1.00 0.81 0.71 0.41 0.84 0.70 0.69 1.00 0.86 0.70 0.80 1.00 1.00 1.00 1.00 1.00 0.95 0.01 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.01 0.00 0.01 0.01 0.00 0.00 0.04 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.04 0.49 0.50 0.56 0.28 0.57 0.00 0.04 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.30 0.00 0.01 0.26 0.05 0.41 0.32 0.00 0.07 0.21 0.54 0.11 0.21 0.20 0.00 0.01 0.17 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.05 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.12 0.00 0.00 0.17 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 54 of 62
U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.00 1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.01 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.16 0.16 0.09 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.99 0.99 0.97 1.00 1.00 1.00 1.00 1.00 0.98 0.83 0.60 0.19 0.91 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.55 1.00 0.99 1.00 1.00 0.76 0.85 0.97 0.25 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.12 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.45 0.00 0.01 0.00 0.00 0.22 0.02 0.03 0.75 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.97 77.97 78.00 0.02 0.00 C-WELL4E 0.02 0.02 0.87 0.00 0.00 CDT-101 23.08 23.08 23.09 0.31 10.30 CDT-103 22.95 23.01 23.06 0.27 10.05 CDT-105 22.63 22.75 22.79 0.21 2.23 CDT-107 22.42 22.47 22.71 1.15 12.17 CDT-109 41.34 43.38 44.75 3.57 21.14 CDT-11 71.92 71.92 72.19 14.71 22.50 CDT-111 43.53 44.72 46.57 4.15 22.02 CDT-113 21.78 21.82 21.79 0.12 11.44 CDT-115 23.70 23.81 23.72 0.23 10.39 CDT-121 29.10 29.45 76.72 0.00 0.14 CDT-123 65.73 65.76 65.79 2.67 17.71 CDT-125 60.51 60.53 60.51 0.07 6.96 CDT-171 37.95 38.03 53.28 0.00 0.13 CDT-177 14.86 16.12 15.60 0.00 5.61 CDT-179 13.26 13.95 13.56 0.00 4.77 CDT-181 14.76 15.01 14.97 0.00 5.74 CDT-183 39.75 41.85 40.62 0.04 17.11 CDT-185 14.76 15.01 14.97 0.00 5.76 CDT-187 68.25 68.26 68.26 0.00 29.71 CDT-189 68.25 68.26 68.26 0.00 31.31 CDT-191 13.26 13.95 13.56 0.00 4.60 CDT-193 23.16 23.25 23.56 0.09 3.00 CDT-195 55.56 55.56 55.56 0.00 3.03 CDT-197 21.71 21.74 21.76 0.01 8.91
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 55 of 62
CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122
20.22 20.26 0.00 19.69 59.10 59.10 30.37 0.18 0.00 0.00 20.60 20.24 20.98 20.30 21.90 21.90 21.78 0.00 0.00 22.83 21.90 0.00 0.00 21.66 21.91 21.10 20.17 22.82 22.82 21.15 21.84 19.05 5.54 5.54 5.17 18.40 32.95 21.59 19.51 0.00 6.72 21.32 19.69 19.72 20.02 53.08 17.98 32.41 21.84 71.97 46.08 71.61 39.59 0.00 64.08 26.77 22.76 22.55 27.62 78.00 77.99 77.99 78.00 71.44 67.92 51.30 65.02 61.75 69.98 77.98 71.64 73.80 69.95 75.02 72.86 70.46 72.86 71.67 66.22 67.37
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
20.30 20.35 0.00 19.81 59.10 59.10 30.81 0.18 0.00 0.00 20.68 20.25 21.06 20.31 21.91 21.91 21.91 0.00 0.00 22.85 21.91 0.00 0.00 21.69 21.95 21.20 20.19 22.85 22.85 21.23 21.93 19.12 5.67 5.67 5.17 18.52 33.81 21.63 19.54 0.00 6.72 21.38 19.72 19.73 20.06 53.28 18.04 32.75 21.86 71.98 52.09 71.65 39.59 0.00 64.08 27.84 22.83 22.70 29.14 78.00 77.99 77.99 78.00 71.44 70.41 58.46 71.13 65.98 69.98 77.98 71.66 73.80 70.25 75.05 72.86 71.69 75.22 71.67 71.43 67.37
20.26 20.29 21.37 19.90 59.10 59.10 30.51 23.27 21.89 20.34 20.63 20.24 21.02 20.31 21.91 21.91 21.82 20.31 22.80 22.83 21.91 22.78 22.78 21.82 21.91 21.13 20.18 22.82 22.82 21.37 21.86 19.07 5.97 5.97 5.17 18.45 34.29 21.75 19.54 33.81 19.54 21.44 19.70 19.73 20.07 53.66 18.13 34.02 21.94 72.79 47.19 71.61 66.54 0.00 64.08 29.07 22.89 22.81 28.11 78.00 78.00 78.00 78.00 77.99 67.93 65.95 69.93 71.84 77.98 77.99 77.93 78.00 69.95 75.22 75.22 70.46 72.86 71.67 66.22 71.44
0.00 0.00 0.00 0.04 0.02 0.01 0.03 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.03 0.03 0.03 0.09 0.01 0.15 0.16 0.01 0.01 0.09 0.02 0.01 0.00 0.00 0.02 0.00 0.01 0.05 0.41 0.08 0.37 0.02 13.00 47.20 8.41 0.08 0.67 0.00 1.58 0.08 0.21 0.45 8.00 76.63 3.83 77.99 6.71 39.39 56.20 76.43 58.83 76.90 60.79 74.10 6.60 29.83 49.53 23.34 61.42 32.77 46.94 47.01 46.91
8.22 14.34 0.00 4.20 8.24 11.81 12.52 0.00 0.00 0.00 2.54 8.24 7.64 3.07 3.85 15.44 1.33 0.00 0.00 6.79 6.07 0.00 0.00 13.17 12.78 7.82 7.62 12.62 10.14 8.80 9.05 2.50 1.89 2.45 2.25 7.77 15.38 2.48 2.07 0.00 0.00 7.80 6.42 2.56 2.45 16.64 4.05 18.75 10.79 32.61 17.99 29.30 7.07 0.00 8.27 12.33 11.83 11.26 13.48 7.16 36.01 17.48 21.64 32.86 47.19 32.56 30.01 35.17 33.96 36.18 36.66 29.69 40.99 27.73 33.63 32.84 42.14 42.61 46.62 38.40
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U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289
43.96 69.15 70.91 69.17 55.52 55.47 48.77 70.67 43.51 47.03 48.35 49.58 56.08 54.84 44.09 49.25 33.32 29.91 23.06 33.57 33.02 41.02 28.86 67.36 28.58 28.57 37.67 55.75 48.62 47.06 52.45 40.82 42.27 67.34 47.03 36.41 45.26 62.73 60.48 62.72 55.42 52.19 55.48 58.36 0.00 68.11 62.48 66.75 43.80 54.23 42.38 60.68 47.66 39.32 60.81 61.09 56.47 62.20 57.81 51.08 65.99 50.29 62.53 62.01 38.85 41.80 67.42 61.66 0.00 0.03 17.59 61.07 61.64 62.71 67.30 67.30 65.25 56.58 51.92 47.04
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
50.29 71.40 70.92 71.41 62.24 55.48 62.23 70.67 48.78 53.04 51.95 53.97 56.08 55.59 49.10 52.29 39.90 33.73 23.06 40.50 33.93 41.69 30.47 67.36 30.97 30.97 41.15 62.66 55.77 51.20 53.16 45.19 45.20 69.84 47.85 39.22 49.19 62.78 60.50 62.77 60.42 56.94 55.58 58.36 0.00 69.79 62.84 66.75 46.57 54.24 45.08 60.92 48.38 52.09 62.15 62.28 57.93 62.28 57.85 54.30 68.12 55.69 62.59 62.16 44.24 48.34 67.42 61.91 0.00 11.28 17.59 62.05 62.82 62.71 67.30 69.87 69.82 72.50 72.77 51.94
52.07 69.15 70.91 69.17 55.52 62.23 48.78 71.40 53.01 51.93 53.99 56.11 62.24 55.75 53.58 57.14 33.73 33.91 23.80 33.92 42.40 42.40 30.08 69.86 30.06 29.81 39.68 55.78 51.20 53.17 61.45 43.26 45.74 67.36 54.52 43.41 47.89 62.77 62.77 62.77 57.00 55.55 62.63 62.71 78.00 68.12 62.64 66.75 54.24 62.76 47.88 64.03 59.98 40.30 60.92 61.35 58.53 62.24 62.27 57.86 67.43 54.32 62.55 62.27 40.10 45.34 69.82 61.86 0.00 0.07 78.00 62.84 62.69 64.02 69.86 67.30 65.25 56.64 51.93 63.66
42.46 44.33 60.68 50.46 53.13 52.33 49.21 0.25 56.07 50.76 42.21 55.84 49.42 38.76 39.75 59.52 53.31 58.82 0.00 56.71 61.95 51.10 59.74 32.06 60.99 46.12 51.22 58.33 50.76 52.11 58.23 42.02 54.15 43.51 58.81 56.21 38.36 57.26 53.42 57.10 54.19 49.49 54.16 52.69 0.00 44.55 43.71 56.69 50.22 56.66 16.77 0.10 60.83 24.32 60.06 60.87 27.57 59.62 53.38 52.90 28.57 45.61 58.84 48.57 11.76 53.56 44.40 61.40 26.57 28.14 0.00 52.45 52.98 57.64 30.05 38.09 41.47 59.45 55.43 55.25
29.07 25.93 48.05 42.82 22.63 18.91 27.28 12.30 29.54 35.53 30.82 30.06 30.47 35.73 20.84 26.67 26.53 21.96 0.31 27.93 24.60 30.03 7.54 37.35 19.73 9.86 11.84 36.77 28.50 32.15 33.69 10.79 26.91 42.67 28.16 23.47 17.61 39.39 22.60 38.50 33.12 38.51 34.91 38.68 0.00 45.55 23.31 41.27 36.32 36.38 11.59 9.06 18.56 12.44 44.16 35.34 35.25 29.48 32.71 32.32 39.11 31.74 44.59 31.36 13.85 34.87 22.80 25.42 0.00 0.01 0.01 15.57 17.14 52.28 38.51 41.57 39.03 27.84 21.86 12.92
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U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434
65.25 46.97 53.27 63.71 63.95 59.32 56.73 56.43 52.14 73.25 60.41 54.42 47.01 20.51 41.78 42.08 25.93 28.70 30.05 30.19 25.72 31.43 55.31 57.98 42.31 53.52 73.86 54.28 41.64 64.42 56.37 31.55 55.69 69.95 51.54 66.01 36.65 35.56 60.16 70.01 60.33 51.64 69.54 46.08 73.04 71.56 72.29 27.60 45.19 48.58 72.86 58.89 56.93 55.39 53.68 72.39 72.14 21.26 67.43 61.28 60.69 56.69 68.94 69.36 57.72 63.44 18.39 74.80 70.99 58.97 77.64 13.89 76.35 77.98 56.71 32.26 31.56 31.38 31.10 30.47
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
65.25 56.65 57.29 63.71 72.78 63.95 60.56 65.87 59.81 73.57 60.47 60.42 54.05 21.41 48.06 42.42 28.52 33.16 33.16 31.40 28.69 31.43 55.31 58.06 43.14 69.63 73.92 54.29 53.99 71.92 64.47 39.01 69.54 70.45 56.62 66.01 46.04 42.40 68.77 70.04 60.49 72.23 69.54 51.72 73.70 72.21 72.35 29.05 50.17 54.62 72.87 63.95 60.14 55.39 55.39 72.39 72.36 22.23 75.39 72.63 61.34 72.49 70.66 70.65 61.73 63.64 18.86 77.62 77.63 58.97 77.64 13.93 76.35 78.00 56.71 33.26 33.08 32.92 32.98 32.78
69.84 57.27 65.80 72.78 63.95 65.84 65.84 59.84 58.72 73.25 72.21 62.47 60.52 20.98 42.43 48.06 29.51 29.51 30.64 36.31 28.97 72.97 73.92 72.65 70.52 53.52 73.89 73.68 54.27 64.50 62.45 38.44 55.72 71.59 65.99 74.42 42.03 42.03 63.50 70.03 60.37 51.70 69.54 62.43 73.04 73.04 72.37 31.67 50.90 50.89 72.87 59.27 59.27 73.98 70.47 75.39 72.27 21.95 67.43 61.35 71.46 56.77 68.94 69.37 63.65 69.88 21.49 74.80 71.00 77.64 77.70 13.92 77.85 77.98 56.71 33.08 32.93 32.97 32.77 32.43
43.64 51.95 53.85 42.17 70.42 59.03 51.01 51.97 33.08 70.97 57.79 44.40 58.47 35.50 51.35 53.96 59.53 64.39 66.60 66.46 57.00 0.00 0.32 57.97 0.00 50.57 71.94 66.79 0.19 42.26 64.43 59.58 49.43 69.42 37.45 33.45 58.04 62.52 64.84 38.62 1.59 60.63 20.35 59.41 30.57 0.00 58.98 4.68 42.07 46.53 37.48 53.45 37.53 0.00 0.00 0.00 63.08 36.59 73.85 65.60 54.46 63.43 37.50 20.25 1.44 49.46 0.00 46.20 66.96 62.45 67.96 0.00 65.87 18.12 20.54 5.21 7.63 8.69 21.89 21.46
34.35 16.33 17.22 24.74 46.48 38.74 29.94 18.19 21.83 37.12 18.98 26.02 19.96 12.29 25.11 23.52 19.13 9.15 14.58 14.73 18.67 1.76 4.55 27.45 8.30 23.04 33.98 31.86 8.95 32.98 30.96 22.42 31.15 36.97 17.01 17.22 11.88 21.75 23.16 9.40 12.58 24.22 33.28 14.37 29.68 4.54 52.87 5.19 31.05 17.43 43.41 40.17 20.23 3.96 10.33 2.65 32.26 6.82 32.77 43.86 36.60 28.02 36.57 20.53 15.81 28.08 1.60 31.24 39.60 27.59 43.95 5.68 42.76 0.11 27.25 10.56 11.72 11.89 22.32 21.29
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U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580
45.53 59.45 61.63 60.56 45.18 42.39 32.08 70.75 71.39 42.21 48.52 32.01 29.78 33.51 33.30 29.85 25.90 33.75 67.04 50.41 23.96 51.94 73.80 56.65 71.37 71.37 45.91 42.92 54.62 72.85 45.72 0.01 0.01 65.27 56.65 77.96 47.27 74.26 20.60 19.25 5.58 50.26 57.25 65.89 38.48 15.89 23.37 18.04 18.28 18.12 18.30 55.44 23.69 69.97 72.01 78.00 72.02 68.83 55.21 62.59 71.24 78.00 19.36 19.32 55.21 70.74 71.48 62.54 55.38 50.33 61.14 72.23 52.48 55.07 59.81 66.69 13.34 13.13 53.40 49.36
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
54.02 59.45 61.63 60.56 50.50 52.43 35.24 70.76 71.39 43.88 57.19 34.45 34.44 42.84 34.81 32.49 26.18 35.48 67.04 50.50 31.75 51.95 73.80 56.65 71.37 71.61 46.23 43.06 56.95 72.85 50.83 0.03 0.02 65.27 56.65 77.96 55.29 74.27 20.60 20.55 5.83 51.15 57.61 66.42 40.43 15.90 23.40 18.06 18.33 18.13 18.31 55.44 23.74 69.98 72.01 78.00 72.02 68.83 55.44 69.21 71.24 78.00 19.37 19.33 55.21 71.58 71.48 72.23 62.51 55.44 61.14 72.23 59.06 59.06 61.81 69.51 13.34 13.37 53.40 53.53
59.32 73.16 73.37 73.16 60.46 47.91 42.66 72.64 72.81 61.63 61.62 58.00 36.50 36.42 39.76 32.70 45.53 41.57 76.46 56.44 30.03 73.78 76.33 56.65 71.60 71.37 48.42 56.44 69.41 77.99 50.26 0.02 2.94 70.41 56.65 77.97 50.80 77.48 77.96 30.67 52.89 50.51 68.37 65.99 43.04 58.60 23.40 19.70 18.29 18.28 18.31 55.44 67.93 71.47 72.05 78.00 72.19 71.57 55.21 64.49 71.24 78.00 70.86 66.20 55.44 71.05 72.02 62.54 61.06 50.33 72.23 72.23 59.05 61.80 69.50 68.86 72.53 45.58 78.00 62.56
34.14 59.15 7.23 0.63 1.66 18.36 0.57 0.00 0.14 0.32 1.54 0.57 6.16 21.55 5.60 5.09 0.00 0.73 4.20 0.00 12.41 1.41 52.95 3.42 57.33 54.48 3.03 0.00 57.00 4.36 77.97 77.99 77.98 0.00 34.14 0.00 77.97 0.00 0.00 38.09 0.00 42.88 4.23 68.29 0.00 0.00 10.95 0.00 18.85 19.24 19.36 36.80 0.00 46.05 2.65 54.26 3.45 0.00 25.15 0.00 62.99 43.64 0.00 0.00 22.03 0.00 0.00 61.86 44.17 42.12 60.12 58.00 43.33 33.77 2.26 31.49 0.00 0.00 0.00 49.00
28.93 36.85 23.63 11.56 8.59 14.41 3.66 17.75 14.53 12.35 26.49 3.07 1.80 3.86 9.38 9.03 1.40 10.56 6.01 0.55 5.43 2.56 35.68 16.67 55.40 50.37 4.60 0.30 17.86 16.54 22.71 0.00 0.00 12.42 31.87 15.16 27.70 24.80 2.21 9.14 0.18 24.39 3.34 49.85 0.47 0.11 14.34 0.00 12.89 7.37 7.39 33.00 1.41 38.18 9.37 32.80 4.64 19.46 19.20 17.56 32.00 37.62 0.07 0.20 15.72 21.28 0.92 35.41 25.56 15.92 32.42 45.00 31.84 27.08 22.87 36.89 0.63 1.80 0.00 17.40
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U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732
62.57 55.71 52.00 47.84 18.32 69.64 49.02 49.01 41.00 62.56 69.77 69.92 57.72 27.84 28.32 28.12 42.67 70.94 72.23 77.99 77.98 62.91 56.14 51.56 59.44 28.52 10.08 10.07 10.16 74.42 10.14 10.20 47.98 59.23 71.31 77.35 77.96 52.18 42.67 61.60 77.99 58.90 3.46 4.29 5.21 5.13 2.29 2.44 49.92 6.03 7.30 77.11 76.83 76.84 73.27 72.21 57.30 57.30 42.05 52.71 51.03 58.87 71.89 18.97 59.15 69.29 50.73 69.27 62.77 73.02 72.96 27.51 77.84 77.94 69.93 5.34 5.66 54.35 7.91 7.87
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
62.57 55.71 52.35 57.89 18.32 69.78 49.02 49.01 50.46 62.57 69.78 69.92 58.33 32.88 31.27 32.02 52.25 70.94 72.23 78.00 77.99 70.35 62.93 59.35 59.45 31.71 10.08 10.07 10.19 74.42 10.22 10.27 52.75 62.47 71.71 77.51 77.96 52.47 61.46 77.91 77.99 74.54 5.37 5.96 5.64 5.16 2.67 2.62 59.67 8.14 10.37 77.11 76.85 76.86 73.29 73.55 57.30 57.30 43.30 52.74 60.74 58.87 71.89 18.97 59.73 71.49 58.87 69.27 62.89 73.45 73.07 27.63 77.89 77.94 71.48 5.35 6.17 59.95 9.29 8.47
69.64 69.62 57.89 48.40 61.49 69.64 69.79 69.78 44.15 71.48 69.92 69.92 58.24 31.26 32.02 52.24 52.23 70.95 72.23 77.99 77.98 62.91 59.36 59.46 70.27 31.92 10.08 10.08 10.22 74.54 10.19 10.22 62.52 71.65 77.46 77.82 78.00 77.40 52.42 61.61 78.00 59.65 7.24 4.40 5.31 5.14 2.52 4.36 60.72 7.13 7.86 77.14 76.87 76.86 73.55 72.22 76.97 57.30 45.43 52.76 58.86 71.83 71.93 63.02 60.53 69.29 59.95 71.48 71.17 73.07 73.46 27.76 77.84 77.94 69.93 5.34 6.00 63.01 8.43 8.57
44.97 54.69 15.43 48.51 0.00 60.71 44.82 58.21 22.04 44.62 61.97 50.88 40.93 39.96 40.93 0.00 53.26 57.59 61.57 25.55 55.25 62.84 39.00 56.89 56.43 23.34 8.81 21.68 37.62 60.30 40.39 24.88 59.76 59.11 63.89 45.08 75.96 64.73 59.99 63.85 20.52 71.90 59.63 59.31 59.58 41.31 54.73 58.54 73.52 59.74 59.43 3.39 59.39 72.15 40.27 37.76 18.73 43.46 7.71 23.92 71.51 0.00 64.41 0.00 5.56 45.79 73.21 23.03 43.31 35.75 41.44 16.44 76.14 35.12 42.39 47.70 52.50 70.76 56.42 51.67
32.51 30.20 14.35 37.24 0.00 26.54 19.86 27.43 13.43 36.41 33.99 48.58 36.81 23.50 23.66 2.73 32.34 37.08 50.79 6.16 36.41 28.08 28.18 32.93 32.09 7.37 8.30 8.38 8.55 29.54 9.06 4.41 31.47 27.47 34.87 35.69 30.46 31.97 22.41 31.86 22.35 46.04 1.27 2.96 4.68 3.97 0.14 1.32 32.10 3.97 4.52 12.52 45.15 52.22 27.08 27.43 18.57 15.08 17.56 17.65 31.60 5.84 41.84 0.00 22.85 45.84 32.99 36.65 35.79 43.65 41.17 13.99 18.89 37.62 45.00 5.31 5.34 35.75 7.20 6.67
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U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92
9.24 8.36 7.67 53.85 6.99 4.27 4.02 3.65 3.56 3.57 56.19 3.72 3.80 3.10 1.62 0.60 0.24 61.52 0.00 0.00 0.34 20.35 14.11 15.05 16.39 14.49 23.07 66.03 22.85 18.86 20.07 69.09 21.57 17.33 17.30 24.81 64.98 24.76 18.35 19.42 20.59 67.45 22.21 16.57 45.05 72.63 64.78 61.60 52.77 54.38 47.31 60.96 18.19 17.97 61.85 69.53 69.53 50.08 52.35 50.69 49.54 64.10 73.16 73.16 76.87 77.99 77.99 77.98 77.99 54.34 77.98 47.46 12.35 16.18 69.04 30.42 78.00 69.44 23.13 20.20
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
12.24 9.35 8.54 58.48 8.54 4.40 4.08 4.08 3.72 3.77 62.98 4.14 4.05 4.01 1.84 0.67 0.60 64.80 0.24 0.00 0.34 20.36 15.29 15.87 16.52 14.79 24.63 66.03 22.91 19.70 20.84 72.06 21.60 17.91 18.09 26.95 73.99 24.98 19.20 20.43 21.16 67.46 22.23 17.51 46.57 72.63 67.55 68.41 62.83 56.00 51.79 71.33 18.19 17.97 61.88 69.53 69.54 54.38 55.71 54.12 54.04 64.28 73.16 73.16 76.88 77.99 77.99 77.98 77.99 56.19 77.99 47.46 15.38 17.33 69.04 31.66 78.00 70.17 23.74 20.75
11.80 10.32 9.29 63.03 8.51 7.18 4.31 3.69 3.69 3.93 64.81 4.04 5.33 3.82 1.62 0.60 0.24 71.96 0.00 0.00 23.07 23.07 15.89 16.52 17.77 15.15 23.07 70.57 24.82 20.84 21.60 73.90 22.92 18.06 18.05 24.89 67.59 27.42 20.42 21.16 22.21 77.56 23.07 16.80 49.44 73.58 69.43 62.89 56.02 67.30 50.94 60.96 18.28 18.07 61.85 69.53 69.53 53.09 54.13 54.04 52.82 64.19 73.22 73.55 76.87 78.00 78.00 78.00 78.00 58.64 77.99 78.00 17.33 38.13 77.01 54.61 78.00 69.58 24.79 20.63
57.17 57.77 58.86 29.51 55.34 55.54 55.50 56.46 56.76 54.13 72.58 42.84 40.26 33.51 20.77 12.27 20.34 73.15 18.35 3.21 71.01 20.59 16.70 21.92 31.45 6.74 71.42 0.00 22.96 24.93 29.58 71.94 31.74 13.49 52.50 69.60 75.63 23.91 29.80 36.63 42.24 75.25 27.09 18.36 5.86 0.00 0.24 50.55 54.33 55.80 40.39 65.60 0.00 0.03 51.46 32.91 43.85 13.98 16.05 27.41 29.64 30.71 0.00 0.00 68.38 1.10 1.81 0.01 0.20 8.03 6.88 38.27 69.11 72.95 71.28 0.00 77.92 76.77 68.38 43.73
2.15 2.10 0.78 15.94 6.51 1.63 1.53 3.55 3.44 3.31 35.46 3.15 3.20 2.15 1.62 0.60 0.24 38.42 0.00 0.00 0.00 13.85 10.35 9.07 9.54 9.25 21.61 13.58 15.70 16.06 14.25 38.49 16.06 9.54 11.02 22.41 38.90 17.94 15.53 15.44 16.21 32.36 15.14 3.55 19.03 15.08 23.13 31.51 23.46 28.87 21.90 33.90 0.00 0.00 49.64 42.15 35.83 20.06 24.45 30.67 32.48 29.56 29.11 15.92 25.59 1.10 1.81 0.01 14.78 16.57 7.19 0.00 8.19 9.89 35.02 10.21 45.19 52.27 4.14 8.02
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 61 of 62
U-96 U-97 U-98 U-99
19.56 21.34 77.94 69.02
26.37 33.64 77.94 75.17
21.30 21.56 77.95 71.19
77.12 77.36 71.37 76.36
6.19 4.84 35.64 34.41
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 16.85 771 8.00 8.00 8.00 2.831 114.86 0.0 100.0 PS-HC1-LEAD 16.85 771 8.00 8.00 8.00 2.831 114.86 0.0 100.0
Analysis begun on: Tue Nov 17 10:18:18 2015 Analysis ended on: Tue Nov 17 10:24:43 2015 Total elapsed time: 00:06:25
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 25 Year 72 Hour Event Page - 62 of 62
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 03: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.060 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -4.760 minimum elevation drop minimum elevation drop negative offset -4.760 negative offset -4.760 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-179 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 ignored for Link CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 ignored for Link CDT-215 ignored for Link CDT-217 ignored for Link CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 ignored for Link CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 ignored for Link CDT-279 ignored for Link CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 1 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239 U-240 U-242
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 100 Year 72 Hour Event Page - 2 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398 U-399 U-402
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 100 Year 72 Hour Event Page - 3 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04:
minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -3.560 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit U-404 0.001 used for Conduit U-406 0.001 used for Conduit U-407 ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit U-411 0.001 used for Conduit U-413 0.001 used for Conduit U-414 0.001 used for Conduit U-415 0.001 used for Conduit U-416 0.001 used for Conduit U-417 0.001 used for Conduit U-418 ignored for Link U-419 0.001 used for Conduit U-420 0.001 used for Conduit U-421 0.001 used for Conduit U-423 0.001 used for Conduit U-428 0.001 used for Conduit U-430 0.001 used for Conduit U-434 0.001 used for Conduit U-437 0.001 used for Conduit U-439 0.001 used for Conduit U-48 0.001 used for Conduit U-481 0.001 used for Conduit U-483 0.001 used for Conduit U-496 0.001 used for Conduit U-497 0.001 used for Conduit U-498 0.001 used for Conduit U-50 0.001 used for Conduit U-501 0.001 used for Conduit U-513 0.001 used for Conduit U-518-NEW 0.001 used for Conduit U-523 ignored for Link U-524-NEW 0.001 used for Conduit U-525 0.001 used for Conduit U-526 0.001 used for Conduit U-527 0.001 used for Conduit U-53 0.001 used for Conduit U-531 0.001 used for Conduit U-534-NEW 0.001 used for Conduit U-54 0.001 used for Conduit U-545 0.001 used for Conduit U-547 0.001 used for Conduit U-55 0.001 used for Conduit U-557 0.001 used for Conduit U-559 0.001 used for Conduit U-56 0.001 used for Conduit U-562 0.001 used for Conduit U-565 0.001 used for Conduit U-568 0.001 used for Conduit U-569 0.001 used for Conduit U-572 0.001 used for Conduit U-580 0.001 used for Conduit U-583 0.001 used for Conduit U-584 0.001 used for Conduit U-587 0.001 used for Conduit U-589 0.001 used for Conduit U-590 0.001 used for Conduit U-591 0.001 used for Conduit U-596 0.001 used for Conduit U-599 0.001 used for Conduit U-60 0.001 used for Conduit U-601 0.001 used for Conduit U-604 0.001 used for Conduit U-608 0.001 used for Conduit U-609 0.001 used for Conduit U-612 ignored for Link U-614 0.001 used for Conduit U-616 0.001 used for Conduit U-618 0.001 used for Conduit U-62 0.001 used for Conduit U-621 0.001 used for Conduit U-623 0.001 used for Conduit U-624 0.001 used for Conduit U-625 0.001 used for Conduit U-628 0.001 used for Conduit U-629 0.001 used for Conduit U-632 ignored for Link U-633 ignored for Link U-633 0.001 used for Conduit U-633
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 100 Year 72 Hour Event Page - 4 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum
elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation
drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001
used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used
for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for for
Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit
U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801 U-804 U-807 U-81
2015 H&H â&#x20AC;&#x153;Controlâ&#x20AC;? Model Results Report 100 Year 72 Hour Event Page - 5 of 63
Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 6.600 increased for Node J-109 Warning 02: maximum depth 6.210 increased for Node J-126 Warning 02: maximum depth 6.040 increased for Node J-127 Warning 02: maximum depth 6.080 increased for Node J-128 Warning 02: maximum depth 10.360 increased for Node J-15A Warning 02: maximum depth 6.110 increased for Node J-259 Warning 02: maximum depth 8.950 increased for Node J-268 Warning 02: maximum depth 6.260 increased for Node J-278
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 6 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth depth depth
8.950 increased for Node J-284 10.460 increased for Node J-328A 11.060 increased for Node J-432B 8.950 increased for Node J-444-WEIR 10.760 increased for Node J-54B 6.090 increased for Node J-570 7.560 increased for Node J-611 7.950 increased for Node J-692-WEIR 9.560 increased for Node J-757 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------467.152 0.000 52.574 348.706 66.114 -0.052
Depth inches ------13.590 0.000 1.529 10.144 1.923
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 348.171 0.000 0.000 0.000 289.909 0.000 0.000 0.000 0.033 59.041 -0.214
Volume 10^6 gal --------0.000 113.457 0.000 0.000 0.000 94.471 0.000 0.000 0.000 0.011 19.239
***************************** Highest Continuity Errors ***************************** Node J-566-WEIR Node JCT-26-WEIR Node J-748-WEIR-STANTEC Node J-268-WEIR Node J-185A Node J-566
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
-302.19% -78.15% -72.95% -42.22% -30.78% 28.70%
-1.1721 -1.4585 -2.7589 -0.3032 -0.2668 1.0791
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 7 of 63
Node Node Node Node Node Node Node Node Node Node Node Node Node Node
J-54A J-59A JCT-26 J-354B J-902 J-40C J-632 JCT-28-WEIR J-444-WEIR J-174 J-884 J-618 J-104 J-61A
26.70% 25.25% -25.00% 23.68% -23.07% -22.17% 20.73% -20.29% -19.91% 19.91% -19.46% 18.31% 18.29% 17.92%
0.1670 0.1966 -0.7767 0.5486 -0.5361 -0.1497 0.1636 -0.4783 -0.7262 0.1533 -0.8356 0.1868 0.5047 0.2014 -6.2611 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-262-NEW (18.59%) Link U-346 (4.87%) Link U-300 (3.76%) Link U-295 (3.01%) Link U-155 (2.91%) Link U-837 (2.87%) Link U-193 (2.64%) Link U-496 (2.62%) Link U-390 (2.37%) Link U-599 (1.90%) Link U-298 (1.79%) Link U-199 (1.77%) Link U-197 (1.68%) Link U-587 (1.64%) Link U-64 (1.62%) Link U-293 (1.60%) Link U-105 (1.57%) Link U-231 (1.51%) Link U-612 (1.41%) Link U-624 (1.35%)
************************************ Highest Flow Instability Indexes ************************************ Link U-869 (127) Link U-550 (81) Link WA-4-NEW (77) Link CDT-189 (76) Link CDT-187 (76) Link U-572 (76) Link U-221 (73) Link U-112 (73) Link U-548 (72) Link U-864 (72) Link U-652 (72) Link U-502 (72) Link U-651 (70) Link CDT-299 (69) Link U-725 (69) Link U-129 (69) Link U-98 (67) Link U-710 (65) Link WEIR-J-754-STANTECT (64) Link U-447 (63) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.88 sec 4.00 sec 0.00 4.68 85.02 320661 1499116
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 8 of 63
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 13.59 0.00 0.00 1.47 10.83 0.55 6.47 0.797 SUB-11868 13.59 0.00 0.00 0.95 10.18 0.68 6.12 0.749 SUB-11924 13.59 0.00 0.00 1.68 10.61 0.82 9.79 0.781 SUB-11926 13.59 0.00 0.00 1.68 9.54 1.77 17.18 0.702 SUB-11930 13.59 0.00 0.00 1.68 10.65 0.58 7.05 0.784 SUB-11932 13.59 0.00 0.00 2.15 10.96 0.45 5.96 0.807 SUB-11936 13.59 0.00 0.00 1.22 9.78 0.39 3.95 0.720 SUB-11944 13.59 0.00 0.00 1.68 10.72 1.05 12.83 0.789 SUB-11948 13.59 0.00 0.00 1.68 10.48 0.94 11.00 0.771 SUB-11950 13.59 0.00 0.00 1.34 10.38 0.42 4.58 0.764 SUB-11954 13.59 0.00 0.00 1.68 11.09 0.45 5.93 0.816 SUB-11958 13.59 0.00 0.00 1.68 10.19 1.03 11.42 0.750 SUB-11968 13.59 0.00 0.00 2.18 11.00 0.68 9.30 0.809 SUB-11970 13.59 0.00 0.00 1.48 10.44 0.54 6.20 0.768 SUB-11972 13.59 0.00 0.00 1.68 10.70 0.84 10.18 0.787 SUB-11978 13.59 0.00 0.00 1.68 10.84 0.79 9.91 0.798 SUB-11984 13.59 0.00 0.00 1.67 10.45 0.66 7.63 0.769 SUB-11986 13.59 0.00 0.00 1.61 10.24 0.65 7.37 0.754 SUB-11988 13.59 0.00 0.00 1.64 10.39 1.25 14.36 0.765 SUB-11990 13.59 0.00 0.00 1.67 10.95 0.57 7.24 0.805 SUB-11994 13.59 0.00 0.00 1.68 11.11 0.54 7.03 0.817 SUB-11998 13.59 0.00 0.00 1.67 10.16 1.17 12.87 0.748 SUB-12004 13.59 0.00 0.00 1.68 11.03 0.50 6.40 0.812 SUB-12010 13.59 0.00 0.00 1.68 11.03 0.44 5.65 0.812 SUB-12014 13.59 0.00 0.00 0.95 10.28 0.28 2.51 0.756 SUB-12016 13.59 0.00 0.00 1.68 10.79 0.80 9.92 0.794 SUB-12024 13.59 0.00 0.00 1.66 10.50 0.60 7.03 0.773 SUB-12036 13.59 0.00 0.00 1.65 10.64 0.66 7.89 0.783 SUB-12044 13.59 0.00 0.00 0.95 10.27 0.63 5.70 0.756 SUB-12046 13.59 0.00 0.00 1.68 10.63 0.63 7.55 0.782 SUB-12048 13.59 0.00 0.00 1.53 11.19 0.38 4.75 0.824 SUB-12052 13.59 0.00 0.00 1.67 10.97 0.93 11.87 0.807 SUB-12060 13.59 0.00 0.00 1.68 10.48 0.59 6.89 0.771 SUB-12062 13.59 0.00 0.00 1.68 10.26 0.39 4.40 0.755 SUB-12068 13.59 0.00 0.00 1.67 10.88 0.40 4.96 0.801 SUB-12072 13.59 0.00 0.00 1.68 9.97 1.74 18.43 0.734 SUB-12084 13.59 0.00 0.00 1.68 10.53 1.14 13.51 0.775 SUB-12086 13.59 0.00 0.00 1.68 10.65 1.25 15.10 0.784 SUB-12088 13.59 0.00 0.00 1.68 10.53 1.00 11.82 0.775 SUB-12100 13.59 0.00 0.00 1.68 9.98 0.94 10.01 0.734 SUB-12110 13.59 0.00 0.00 1.68 10.51 0.42 4.96 0.773 SUB-12112 13.59 0.00 0.00 1.68 10.16 0.73 7.99 0.748 SUB-12116 13.59 0.00 0.00 1.68 10.23 0.66 7.36 0.753 SUB-12122 13.59 0.00 0.00 1.68 11.35 0.06 0.82 0.835 SUB-12128 13.59 0.00 0.00 1.68 10.40 0.50 5.81 0.765 SUB-12132 13.59 0.00 0.00 1.68 10.07 0.84 9.03 0.741 SUB-12136 13.59 0.00 0.00 1.68 10.20 0.69 7.62 0.751 SUB-12138 13.59 0.00 0.00 1.68 10.34 0.55 6.31 0.761 SUB-12142 13.59 0.00 0.00 1.68 9.72 1.35 13.57 0.715 SUB-12144 13.59 0.00 0.00 1.68 9.61 1.55 15.27 0.707 SUB-12150 13.59 0.00 0.00 1.68 10.74 0.63 7.79 0.790 SUB-12152 13.59 0.00 0.00 1.68 10.36 0.99 11.31 0.763 SUB-12154 13.59 0.00 0.00 1.68 10.17 1.63 18.00 0.748 SUB-12158 13.59 0.00 0.00 1.68 10.75 0.54 6.65 0.791 SUB-12160 13.59 0.00 0.00 1.68 10.87 1.10 13.81 0.800 SUB-12162 13.59 0.00 0.00 1.68 10.82 0.82 10.14 0.796 SUB-12164 13.59 0.00 0.00 1.68 10.70 0.64 7.83 0.787 SUB-12166 13.59 0.00 0.00 1.68 10.40 0.42 4.85 0.765 SUB-12168 13.59 0.00 0.00 1.68 10.59 0.60 7.20 0.779 SUB-12170 13.59 0.00 0.00 1.67 11.51 0.18 2.59 0.847 SUB-12172 13.59 0.00 0.00 1.68 11.18 0.34 4.53 0.823 SUB-12174 13.59 0.00 0.00 1.68 10.77 0.77 9.47 0.793 SUB-12176 13.59 0.00 0.00 1.68 10.81 0.50 6.24 0.795 SUB-12180 13.59 0.00 0.00 1.68 10.68 0.70 8.54 0.786 SUB-12182 13.59 0.00 0.00 1.68 10.65 0.33 3.96 0.784 SUB-12184 13.59 0.00 0.00 1.68 10.99 0.17 2.12 0.809 SUB-12186 13.59 0.00 0.00 1.68 10.44 0.48 5.51 0.768 SUB-12188 13.59 0.00 0.00 1.68 10.12 0.78 8.48 0.744 SUB-12190 13.59 0.00 0.00 1.68 10.31 0.58 6.56 0.759 SUB-12192 13.59 0.00 0.00 1.68 10.13 0.76 8.32 0.746 SUB-12194 13.59 0.00 0.00 1.68 10.84 0.42 5.18 0.797
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 9 of 63
SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374
13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.68 1.68 1.68 1.68 1.68 1.66 1.62 1.68 1.57 1.64 1.36 1.38 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.45 1.87 2.29 1.68 1.68 1.68 1.68 1.68 1.68 1.57 1.68 1.68 1.20 1.68 1.33 1.24 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.60 1.68 1.68 1.63 1.63 1.68 1.68 1.62 1.68 1.68 1.40 1.54 0.32 0.87 0.95
10.33 10.63 10.44 10.11 10.54 10.08 10.55 10.33 10.34 10.05 10.22 10.48 10.46 10.64 10.92 10.84 10.92 10.91 10.64 11.04 11.36 10.25 10.46 10.64 10.63 10.34 9.92 10.73 10.86 10.64 10.92 10.96 10.36 10.50 10.78 10.28 10.12 10.14 9.94 10.09 10.21 10.90 10.51 10.51 10.23 10.68 10.19 9.85 10.31 10.41 10.34 9.38 11.36 9.71 9.95 10.55 10.64 10.09 10.57 11.27 10.56 10.83 11.15 10.51 10.90 10.14 10.41 10.38 10.14 10.16 10.13 10.03 10.30 10.54 11.20 10.97 11.00 7.19 8.06 9.15
0.47 0.52 0.47 0.78 0.40 0.79 0.34 0.56 0.43 0.76 0.32 0.24 0.46 0.33 0.51 0.54 0.19 0.20 0.34 0.46 0.34 0.63 0.45 0.33 0.34 0.55 1.62 0.59 0.64 0.62 0.43 0.55 0.54 0.85 0.85 0.57 0.98 0.78 1.03 0.61 0.60 1.19 0.57 0.68 0.78 0.48 0.95 1.01 0.44 0.93 1.47 1.22 0.17 0.92 0.77 0.99 0.61 0.81 0.84 0.21 0.39 0.23 0.24 0.42 0.20 0.61 0.50 0.52 0.67 0.65 0.76 0.88 0.52 0.40 0.10 0.12 0.13 0.27 0.30 0.77
5.30 6.27 5.47 8.51 4.71 8.57 4.04 6.41 4.89 8.29 3.45 2.66 5.36 4.02 6.44 6.69 2.46 2.48 4.05 5.97 4.71 7.11 5.30 4.01 4.11 6.29 16.99 7.17 8.07 7.46 5.45 6.98 6.18 9.93 10.44 6.38 10.68 8.53 10.86 6.70 6.31 14.75 6.73 8.04 8.72 5.84 10.58 10.49 5.00 10.71 16.73 12.25 2.37 9.61 8.00 11.68 7.30 8.82 10.02 2.85 4.58 2.91 3.17 4.94 2.53 6.76 5.74 5.94 7.33 7.16 8.35 9.46 5.87 4.76 1.28 1.36 1.64 1.38 2.63 7.02
0.760 0.782 0.768 0.744 0.776 0.741 0.776 0.760 0.761 0.740 0.752 0.771 0.769 0.783 0.804 0.798 0.803 0.803 0.783 0.812 0.836 0.754 0.770 0.783 0.782 0.761 0.730 0.790 0.799 0.783 0.803 0.807 0.762 0.773 0.793 0.756 0.744 0.746 0.732 0.742 0.751 0.802 0.774 0.773 0.753 0.786 0.750 0.725 0.758 0.766 0.761 0.690 0.836 0.715 0.732 0.776 0.783 0.742 0.777 0.829 0.777 0.797 0.821 0.773 0.802 0.746 0.766 0.764 0.746 0.747 0.745 0.738 0.758 0.775 0.824 0.807 0.810 0.529 0.593 0.673
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 10 of 63
SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.94 0.95 0.31 0.34 0.34 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.38 0.39 0.87 1.68 0.92 1.68 1.68 0.33 0.42 1.68 1.68 1.68 1.55 1.57 1.38 0.00
11.27 10.28 8.90 7.85 7.24 9.34 8.18 9.48 9.87 8.39 8.84 7.55 9.09 8.51 8.13 9.19 9.05 7.54 8.37 8.11 10.78 8.73 10.34 11.45 8.40 7.97 10.97 10.64 10.53 10.32 10.56 10.19 11.09
0.48 1.07 0.33 0.29 0.40 0.33 0.79 0.29 0.21 0.68 0.48 1.26 0.40 0.62 0.82 0.37 0.41 0.37 0.24 0.70 0.26 0.50 1.14 0.14 0.28 0.31 0.57 0.33 0.41 0.42 0.30 0.34 0.50
4.35 9.65 1.50 1.48 2.11 3.00 7.19 2.68 1.92 6.16 4.41 11.32 3.64 5.68 7.48 3.37 3.77 2.04 1.31 6.21 3.19 4.48 13.00 1.91 1.32 1.79 7.28 4.03 4.81 4.80 3.54 3.71 5.00
0.829 0.757 0.655 0.577 0.533 0.687 0.602 0.698 0.726 0.618 0.651 0.556 0.669 0.626 0.598 0.676 0.666 0.555 0.616 0.596 0.793 0.642 0.761 0.842 0.618 0.587 0.807 0.783 0.775 0.759 0.777 0.750 0.816
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 4.32 9.02 4.46 2 17:36 4.46 2 17:37 J-104 JUNCTION 4.45 8.94 4.38 2 17:39 4.38 2 17:40 J-106 JUNCTION 3.63 8.92 4.36 2 17:48 4.36 2 17:48 J-109 JUNCTION 4.30 8.72 4.16 2 18:56 4.16 2 18:56 J-11 JUNCTION 3.93 8.12 3.56 2 18:34 3.56 2 18:35 J-110 JUNCTION 4.54 8.29 4.16 2 19:00 4.16 2 19:01 J-113 JUNCTION 4.36 8.61 4.05 2 20:04 4.05 2 20:05 J-114 JUNCTION 4.35 8.61 4.05 2 20:08 4.05 2 20:09 J-118 JUNCTION 4.30 8.60 4.04 2 20:09 4.04 2 20:10 J-12 JUNCTION 3.92 8.12 3.56 2 18:28 3.56 2 18:29 J-121 JUNCTION 3.63 8.92 4.36 2 17:44 4.36 2 17:45 J-126 JUNCTION 5.25 8.08 4.52 2 18:35 4.52 2 18:35 J-126A JUNCTION 5.25 8.51 4.95 2 18:50 4.91 2 18:58 J-127 JUNCTION 4.95 7.91 4.35 2 18:21 4.35 2 18:21 J-128 JUNCTION 4.03 7.89 4.33 2 18:38 4.33 2 18:39 J-129 JUNCTION 3.42 7.60 4.04 2 20:11 4.04 2 20:11 J-130 JUNCTION 3.46 7.43 3.87 2 20:33 3.87 2 20:33 J-131 JUNCTION 3.48 7.15 3.59 2 20:33 3.59 2 20:33 J-132 JUNCTION 3.58 7.47 3.91 2 20:35 3.91 2 20:35 J-137 JUNCTION 3.49 7.53 3.97 2 20:40 3.97 2 20:41 J-139 JUNCTION 3.35 7.61 4.05 2 20:44 4.05 2 20:45 J-140 JUNCTION 3.44 7.78 4.22 2 20:43 4.22 2 20:43 J-147 JUNCTION 3.50 8.06 4.50 2 20:23 4.50 2 20:24 J-148 JUNCTION 3.45 8.14 4.58 2 20:09 4.58 2 20:09 J-149 JUNCTION 3.44 8.14 4.58 2 20:09 4.58 2 20:09 J-15 JUNCTION 3.51 8.08 4.02 2 16:53 4.02 2 17:07 J-152 JUNCTION 3.47 8.20 4.64 2 19:39 4.64 2 19:39 J-153 JUNCTION 3.43 8.23 4.67 2 19:12 4.67 2 19:12 J-155 JUNCTION 3.42 8.25 4.69 2 18:09 4.69 2 18:09 J-156 JUNCTION 3.43 8.35 4.79 2 17:00 4.79 2 17:00 J-158 JUNCTION 3.32 8.46 4.90 2 16:05 4.90 2 16:05 J-158A JUNCTION 3.32 8.50 4.94 2 16:07 4.93 2 16:17 J-15A JUNCTION 0.78 4.05 4.05 2 16:50 4.05 2 16:49 J-160 JUNCTION 3.35 8.47 4.91 2 16:03 4.91 2 16:04 J-161 JUNCTION 3.34 6.84 3.28 2 12:56 3.28 2 12:56 J-162 JUNCTION 3.34 7.31 3.75 2 21:34 3.75 2 18:40
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 11 of 63
J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.37 3.40 3.39 3.38 3.34 3.40 3.44 3.41 3.39 3.34 3.34 3.80 3.03 3.38 3.37 3.86 3.37 3.89 3.39 3.21 3.21 3.62 3.62 3.71 3.61 3.03 3.57 3.58 3.58 3.53 3.57 3.60 3.53 3.53 7.41 6.93 5.08 4.99 3.53 3.51 3.51 3.52 3.49 3.44 4.52 3.07 3.58 3.62 3.64 3.58 3.56 3.04 4.89 4.88 4.87 4.76 3.04 3.78 3.15 3.62 3.80 3.51 3.98 4.47 3.31 4.48 3.05 3.23 4.49 3.36 3.05 3.50 3.67 3.73 3.76 3.77 0.30 4.82 3.85 3.79
6.66 6.51 6.60 6.37 6.02 6.16 6.47 6.56 8.47 8.47 8.47 8.98 7.58 8.10 8.64 8.68 8.46 9.03 8.76 7.82 8.14 8.55 8.78 8.53 8.42 7.67 8.39 8.39 8.24 8.21 8.21 8.19 8.19 8.46 12.27 11.69 9.72 9.61 8.55 8.00 7.99 7.95 7.89 7.89 8.72 7.64 7.73 7.70 7.70 7.62 7.62 7.64 6.53 6.46 6.41 5.98 7.66 4.88 4.82 4.74 6.57 6.79 7.38 8.20 8.18 8.27 7.69 6.57 8.18 5.18 7.76 5.61 6.38 6.64 6.83 6.93 3.33 8.18 7.70 6.99
3.10 2.95 3.04 2.81 2.46 2.60 2.91 3.00 4.91 4.91 4.91 4.92 4.02 4.54 5.08 4.62 4.90 4.97 5.20 4.26 4.58 4.99 5.22 4.97 4.86 4.11 4.83 4.83 4.68 4.65 4.65 4.63 4.63 4.90 4.58 4.55 4.55 4.55 4.99 4.44 4.43 4.39 4.33 4.33 4.16 4.08 4.17 4.14 4.14 4.06 4.06 4.08 2.97 2.90 2.85 2.42 4.10 1.32 1.26 1.18 3.01 3.23 3.32 3.64 3.62 3.71 4.13 3.07 3.62 1.62 4.20 2.05 2.82 3.08 3.27 3.37 3.33 3.62 3.64 3.43
2 2 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2
12:24 08:39 09:59 08:20 21:36 09:44 12:23 12:24 16:03 15:59 16:05 16:06 16:47 18:00 20:13 16:48 18:41 16:21 17:06 17:20 17:25 16:28 16:28 16:09 16:53 17:35 17:04 17:02 17:12 17:10 17:08 17:07 16:36 18:41 19:01 19:12 18:57 18:56 18:49 17:40 17:41 17:35 17:29 17:28 16:54 16:56 16:54 16:25 16:25 16:50 16:50 16:55 14:01 14:00 13:55 13:55 16:52 02:23 15:44 09:54 09:54 17:29 17:20 16:38 16:48 16:36 16:36 00:00 16:37 23:32 16:50 02:57 13:37 13:32 17:04 17:13 17:13 16:37 16:28 18:25
3.10 2.95 3.04 2.81 2.46 2.60 2.91 3.00 4.91 4.91 4.91 4.92 4.02 4.54 5.01 4.62 4.79 4.96 5.13 4.25 4.55 4.98 5.13 4.97 4.86 4.09 4.83 4.83 4.68 4.65 4.65 4.63 4.63 4.89 4.58 4.55 4.55 4.55 4.97 4.44 4.43 4.39 4.33 4.33 4.16 4.08 4.17 4.14 4.14 4.06 4.06 4.08 2.97 2.90 2.85 2.42 4.09 1.29 1.26 1.12 3.00 3.23 3.32 3.64 3.62 3.71 4.13 2.24 3.62 1.62 4.19 2.05 2.82 3.08 3.27 3.37 3.33 3.62 3.64 3.43
2 2 0 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2
12:25 21:20 13:45 19:52 08:47 05:59 12:24 12:24 16:03 15:59 16:06 16:07 16:54 18:00 18:53 16:58 17:57 16:27 16:38 17:22 17:26 16:23 16:34 16:09 16:54 16:50 17:05 17:02 17:12 17:11 17:09 17:07 16:37 18:43 19:01 19:12 18:57 18:57 19:59 17:40 17:41 17:36 17:29 17:28 16:55 16:56 16:54 16:25 16:26 16:50 16:50 16:55 14:02 14:00 13:55 13:56 16:54 15:44 14:48 14:48 09:54 17:29 17:21 16:36 16:32 16:50 16:36 00:01 16:37 23:35 17:10 02:58 13:38 13:33 17:04 17:14 17:14 16:38 16:28 18:25
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 12 of 63
J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.79 3.33 0.86 3.31 3.29 3.31 3.26 3.08 3.74 3.86 3.02 2.98 3.04 2.49 2.48 2.49 2.49 2.58 3.04 2.57 2.56 2.59 2.58 2.57 3.07 3.05 0.80 3.03 3.34 3.25 3.22 3.10 3.10 3.12 3.63 3.13 2.99 2.99 4.81 4.81 4.82 4.90 4.90 3.57 3.09 2.83 2.89 2.84 3.19 3.12 3.15 2.85 3.61 3.32 2.83 4.33 4.22 3.21 4.25 3.70 3.76 3.85 3.25 3.11 3.18 3.18 3.18 3.18 3.64 3.11 3.11 3.11 3.72 3.14 3.19 4.73 3.16 0.95 4.14 4.13
7.09 8.13 4.66 7.79 7.73 7.67 7.30 7.70 7.79 7.77 7.81 7.81 7.71 7.31 7.31 7.35 7.35 7.63 7.86 7.69 7.75 7.68 7.71 7.80 7.64 7.66 4.22 7.62 8.07 7.95 7.77 7.37 7.37 7.97 8.44 7.67 7.34 7.39 7.36 7.36 8.06 7.80 7.85 8.32 7.63 8.05 8.09 8.10 8.09 8.10 8.10 8.10 8.60 8.60 8.20 9.60 9.10 8.10 9.10 8.60 8.60 8.64 8.14 7.73 8.81 8.81 8.31 8.30 8.79 7.78 7.85 7.77 8.79 8.28 8.38 10.05 8.47 4.92 9.36 9.11
3.53 4.57 4.66 4.23 4.17 4.11 3.74 4.14 3.73 3.71 3.75 3.75 4.15 3.75 3.75 3.79 3.79 4.07 4.30 4.13 4.19 4.12 4.15 4.24 4.08 4.10 4.22 4.06 4.51 4.39 4.21 3.81 3.81 4.41 4.38 4.11 3.78 3.83 3.80 3.80 4.50 4.24 4.29 4.26 4.07 4.49 4.53 4.54 4.53 4.54 4.54 4.54 4.54 4.54 4.64 4.54 4.54 4.54 4.54 4.54 4.54 4.58 4.58 4.17 5.25 5.25 4.75 4.74 4.73 4.22 4.29 4.21 4.73 4.72 4.82 4.89 4.91 4.92 4.80 4.55
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
18:17 13:42 13:41 14:34 14:40 14:45 15:42 16:49 15:50 16:12 15:32 15:11 17:04 15:12 15:12 14:24 14:25 16:34 17:01 16:31 17:01 16:39 16:51 18:50 16:56 16:50 16:38 17:07 16:36 16:55 17:44 18:36 18:35 20:03 20:16 20:20 18:18 18:17 20:49 21:03 00:27 20:49 20:14 20:48 17:06 20:23 20:23 20:18 20:09 20:09 20:11 20:17 20:08 20:14 20:14 20:17 20:06 20:21 20:41 20:42 20:42 16:20 16:19 17:35 12:49 12:49 15:56 15:57 16:12 17:40 17:52 16:58 16:13 16:20 15:48 15:46 16:08 15:46 15:48 20:38
3.51 4.57 4.66 4.23 4.17 4.11 3.74 4.14 3.73 3.71 3.75 3.75 4.15 3.75 3.75 3.79 3.79 4.07 4.25 4.13 4.17 4.12 4.15 4.21 4.08 4.10 4.22 4.06 4.51 4.39 4.21 3.81 3.81 4.41 4.37 4.11 3.78 3.80 3.80 3.80 4.46 4.24 4.26 4.26 4.07 4.49 4.53 4.54 4.53 4.54 4.54 4.54 4.54 4.54 4.63 4.54 4.54 4.54 4.54 4.54 4.54 4.58 4.58 4.17 5.25 5.25 4.75 4.74 4.73 4.22 4.27 4.19 4.73 4.72 4.82 4.89 4.90 4.91 4.80 4.55
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
19:20 13:42 13:51 14:35 14:40 14:46 15:43 16:49 15:51 16:13 15:32 15:12 16:58 15:13 15:13 14:25 14:28 16:35 16:49 16:49 16:42 16:40 17:05 17:41 16:56 16:49 16:45 17:06 16:37 16:55 17:44 18:37 18:40 20:03 20:17 20:20 18:18 18:19 20:49 21:04 00:28 20:44 21:51 20:48 17:07 20:24 20:24 20:18 20:10 20:09 20:11 20:17 20:08 20:15 20:52 20:17 20:07 20:22 20:42 20:42 20:42 16:20 16:19 17:35 12:49 12:49 15:57 15:58 16:13 17:41 16:46 19:29 16:14 16:20 15:48 15:46 15:56 15:45 15:48 20:38
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 13 of 63
J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.05 3.15 3.14 3.14 4.67 3.18 3.23 3.25 3.05 3.22 3.22 5.91 3.99 5.78 1.12 3.97 4.02 3.99 4.52 4.60 4.54 4.52 5.87 4.37 4.62 5.92 4.62 4.99 4.69 4.98 5.31 5.75 5.32 5.48 5.48 5.99 5.88 4.44 4.22 5.04 3.46 4.28 3.49 3.76 3.60 3.88 3.77 3.75 3.78 3.70 3.86 4.06 4.15 4.10 4.21 2.96 2.96 2.96 4.31 4.28 2.96 2.96 2.96 4.49 3.00 3.11 3.63 5.41 5.99 6.02 5.89 6.01 3.63 5.94 4.18 4.08 0.81 0.81 3.94 4.29
7.66 8.11 8.13 8.25 9.46 8.06 7.97 7.98 7.66 8.00 8.19 9.98 8.19 9.82 4.45 7.94 7.97 7.96 7.96 7.96 7.90 7.90 9.02 7.59 9.25 9.25 9.26 7.93 9.41 7.93 8.12 8.55 8.25 8.67 8.67 10.83 9.90 6.58 6.78 10.06 6.44 6.29 6.50 6.57 6.59 6.80 6.60 6.42 6.64 6.51 6.37 6.65 6.94 6.98 7.01 7.15 7.19 7.15 8.52 7.19 7.15 7.15 7.15 6.94 7.13 7.12 8.93 8.16 9.78 9.83 9.90 12.16 8.93 9.86 6.92 6.73 4.18 4.45 6.68 7.13
4.10 4.55 4.57 4.69 4.40 4.50 4.41 4.42 4.10 4.44 4.63 4.44 4.63 4.44 4.45 4.41 4.41 4.40 4.40 4.40 4.34 4.34 3.96 4.03 4.19 4.19 4.20 4.37 4.35 4.37 4.56 4.56 4.69 5.11 5.11 7.27 6.34 2.72 3.22 6.50 2.88 2.73 2.94 3.01 3.03 3.07 3.03 2.86 3.08 2.95 2.81 3.09 3.38 3.42 3.45 3.59 3.63 3.59 3.46 3.48 3.59 3.59 3.59 2.98 3.57 3.56 4.17 4.60 6.22 6.27 6.34 8.60 4.17 6.30 3.36 3.17 4.18 4.45 3.12 3.28
2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 3 3 3 3 3 3 3 2 3 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 1 2 1 1 1 1 0 2 0 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2
18:08 20:38 20:34 21:01 22:12 22:25 22:05 23:21 18:08 23:20 00:29 23:29 00:27 23:30 23:29 00:12 00:13 00:26 00:17 00:19 00:22 00:18 22:05 00:28 22:14 22:14 22:14 22:07 22:12 22:06 21:59 22:00 23:50 00:44 00:43 00:42 17:35 12:19 01:03 00:44 06:10 10:06 16:07 21:54 11:49 15:57 06:24 10:03 19:31 04:52 12:16 17:42 20:30 12:06 20:44 20:21 21:18 20:28 19:08 15:56 20:28 20:29 20:29 05:32 20:36 20:34 19:09 21:43 20:25 19:48 17:33 17:24 19:06 19:56 20:33 16:30 17:06 16:55 05:33 21:02
4.10 4.55 4.57 4.67 4.40 4.50 4.41 4.42 4.10 4.44 4.58 4.44 4.62 4.44 4.45 4.41 4.41 4.40 4.40 4.40 4.34 4.34 3.96 3.98 4.19 4.19 4.20 4.37 4.35 4.37 4.56 4.56 4.66 5.10 5.11 7.03 6.32 2.72 3.19 6.46 2.86 2.73 2.94 3.00 3.02 3.06 3.02 2.85 3.08 2.95 2.81 3.08 3.38 3.42 3.45 3.59 3.60 3.59 3.46 3.47 3.59 3.59 3.59 2.90 3.57 3.56 4.17 4.60 6.22 6.27 6.33 6.69 4.17 6.30 3.36 3.12 4.17 4.45 3.11 3.27
2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 3 3 3 3 3 3 2 3 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 2 2 2 1 0 1 1 2 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 0 2
18:08 20:38 20:35 21:06 22:12 22:04 22:05 23:21 18:08 23:20 00:35 23:29 23:57 23:30 00:10 00:13 00:13 00:27 00:17 00:20 00:23 00:25 22:05 00:48 22:15 22:15 22:15 22:08 22:13 22:06 22:00 22:00 22:31 00:44 00:43 00:42 17:35 12:20 01:03 00:44 10:02 10:08 04:52 08:00 21:30 15:58 14:55 10:04 22:36 07:58 12:16 11:13 20:30 12:07 20:44 20:21 21:19 20:29 19:09 14:38 20:29 20:29 20:29 23:54 20:36 20:35 19:09 21:38 20:26 19:49 17:34 15:57 19:12 19:56 20:40 05:28 19:14 16:46 22:44 21:06
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J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.40 4.85 6.65 5.67 3.73 3.76 3.74 2.85 2.85 4.32 4.23 0.61 1.44 2.49 1.98 2.79 4.75 4.75 4.75 3.29 3.29 3.73 3.84 3.35 3.67 3.63 4.75 4.08 4.09 4.67 3.63 3.63 5.92 5.92 5.92 4.83 5.88 3.24 3.24 3.24 3.63 3.63 4.30 4.08 3.63 3.25 3.19 3.38 3.35 3.63 3.62 3.18 3.63 3.30 3.74 3.30 3.27 3.25 3.16 0.81 3.13 3.08 3.08 3.09 3.19 3.26 3.19 3.59 3.13 3.22 3.14 3.07 3.07 0.81 3.09 3.12 0.82 3.11 3.11 3.12
7.92 8.29 7.61 6.30 6.40 6.32 8.02 7.00 7.01 8.50 8.39 3.69 8.01 11.91 9.58 6.89 6.99 7.03 7.10 7.35 7.19 8.01 7.10 6.56 7.10 8.93 8.10 7.70 7.92 8.21 8.99 8.91 9.33 9.34 9.70 8.75 9.43 7.18 7.18 7.18 9.08 9.00 8.57 8.22 8.92 6.63 6.51 6.56 5.57 6.62 6.65 6.47 8.93 7.44 7.44 7.44 6.95 6.86 7.70 5.32 7.71 7.70 7.85 7.70 7.71 8.13 7.72 8.19 7.69 8.13 7.71 7.72 7.84 4.64 7.53 7.64 4.09 7.59 7.67 7.56
3.88 3.89 -0.33 -0.68 2.84 2.76 4.02 3.44 3.45 3.44 3.33 3.69 4.01 3.28 3.33 3.33 3.43 3.47 3.54 3.79 3.63 4.01 3.04 3.00 3.04 4.17 3.04 3.64 3.86 3.65 4.23 4.15 3.27 3.28 3.64 3.88 3.87 3.62 3.62 3.62 4.32 4.24 3.51 3.46 4.16 3.07 2.95 3.00 2.01 2.56 2.59 2.91 4.17 3.88 3.88 3.88 3.39 3.30 4.14 5.32 4.15 4.14 4.29 4.14 4.15 4.57 4.16 4.13 4.13 4.57 4.15 4.16 4.28 4.64 3.97 4.08 4.09 4.03 4.11 4.00
2 1 2 0 0 1 0 2 2 2 2 2 2 2 2 2 2 3 2 2 2 0 1 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2
20:19 17:38 07:43 10:12 06:41 20:23 00:00 19:03 18:23 19:01 19:15 23:25 12:19 19:33 20:01 19:00 18:15 05:48 18:18 13:02 13:02 00:00 19:27 12:36 08:10 19:02 00:58 12:59 13:02 12:56 19:03 16:49 13:10 13:05 13:02 12:26 12:19 13:02 13:03 13:02 19:26 18:52 20:14 19:11 19:08 13:00 12:57 09:09 21:44 12:23 12:25 12:55 19:08 12:18 12:18 12:18 12:56 12:58 17:53 00:59 17:52 18:04 18:21 17:53 17:42 16:17 17:36 17:36 17:36 16:18 19:00 19:02 17:04 05:39 17:16 16:41 16:44 16:46 17:39 16:57
3.87 3.89 -0.70 -0.77 2.84 2.75 1.22 3.44 3.45 3.44 3.33 3.52 4.01 3.28 3.33 3.33 3.43 3.44 3.53 3.42 3.37 0.61 3.04 3.00 3.04 4.17 3.04 3.64 3.65 3.65 4.22 4.15 3.27 3.28 3.49 3.88 3.87 3.62 3.62 3.62 4.31 4.24 3.50 3.46 4.16 3.07 2.95 3.00 2.00 2.56 2.59 2.91 4.17 3.88 3.88 3.88 3.39 3.30 4.14 4.66 4.15 4.14 4.27 4.14 4.15 4.57 4.16 4.13 4.13 4.57 4.15 4.16 4.25 4.33 3.97 4.08 4.08 4.02 4.08 4.00
1 2 0 0 1 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
21:36 08:28 08:50 09:54 04:54 21:42 08:34 19:04 18:12 19:01 18:59 21:51 12:05 19:34 20:02 19:00 18:15 18:12 18:03 12:28 12:28 09:03 19:12 12:55 19:25 19:01 05:20 13:00 12:52 12:57 19:17 16:50 13:05 13:08 13:03 12:27 12:19 13:03 13:04 13:04 18:41 18:53 20:27 19:12 19:09 13:01 12:57 09:10 21:34 12:23 12:25 12:55 19:08 12:19 12:19 12:19 12:56 12:59 17:54 22:11 17:59 18:04 18:19 17:53 17:43 16:17 17:37 17:37 17:37 16:19 19:01 18:57 19:20 19:35 17:16 16:42 16:45 16:53 17:41 16:58
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J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.11 4.14 4.11 4.02 3.17 4.01 4.66 4.79 4.79 4.04 3.16 1.25 1.23 1.18 1.12 1.06 1.00 2.30 2.29 3.39 3.91 3.38 3.20 3.21 3.29 3.30 3.33 2.97 3.12 3.09 3.21 2.87 2.81 2.95 3.30 3.14 3.14 3.14 3.07 5.60 3.27 3.68 3.61 3.60 3.58 2.54 5.24 5.13 4.03 5.25 5.32 4.10 5.45 5.93 6.02 6.14 5.77 4.14 3.60 5.49 3.05 4.33 5.91 4.40 2.78 2.78 2.79 2.84 3.29 2.73 2.84 2.82 2.77 2.59 3.30 3.29 2.59 2.58 2.57 2.51
7.54 8.46 8.35 8.14 7.97 8.14 7.49 8.02 8.06 8.13 7.97 6.73 6.60 6.27 6.17 5.94 5.91 3.81 5.19 7.56 8.02 6.85 6.80 6.81 7.05 6.75 6.95 7.73 7.72 7.48 8.13 7.19 7.27 7.28 8.16 7.31 7.42 7.31 7.61 12.97 8.14 8.94 9.00 9.00 9.00 8.10 8.55 8.54 7.35 8.55 8.51 7.35 8.66 9.00 9.18 9.33 9.00 7.70 7.43 9.43 7.66 8.92 9.07 8.48 7.28 7.46 7.24 7.16 8.35 7.00 6.97 6.97 6.97 6.85 13.34 8.35 6.86 6.93 7.11 7.05
3.98 3.90 3.79 3.58 4.41 3.58 2.93 3.46 3.50 3.57 4.41 4.17 4.04 3.71 3.61 3.38 3.35 1.25 2.63 4.00 3.46 3.29 3.24 3.25 3.49 3.19 3.39 4.17 4.16 3.92 4.57 3.63 3.71 3.72 4.60 3.75 3.86 3.75 4.05 9.41 4.58 4.18 4.24 4.24 4.24 4.54 3.79 3.78 3.79 3.79 3.75 3.79 3.75 3.64 3.70 3.76 3.64 4.14 3.87 3.87 4.10 4.36 4.01 3.42 3.72 3.90 3.68 3.60 4.79 3.44 3.41 3.41 3.41 3.29 9.78 4.79 3.30 3.37 3.55 3.49
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 1 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
17:15 17:31 17:43 18:23 20:07 18:23 11:15 19:33 20:13 18:29 20:05 13:37 13:30 12:54 12:17 12:19 12:20 21:28 00:00 21:26 19:37 20:37 20:41 23:07 21:55 21:12 12:31 16:39 16:34 14:48 16:18 13:38 13:00 12:52 16:18 12:02 12:10 12:02 11:56 06:00 16:17 18:56 18:33 18:43 18:39 17:27 18:31 18:31 18:31 18:28 18:23 18:17 18:24 20:29 20:53 20:53 20:29 22:13 12:19 12:19 18:07 17:47 22:12 19:09 12:04 12:09 12:54 12:56 16:39 12:50 12:46 12:46 12:36 11:56 21:27 16:39 11:55 12:47 12:36 12:46
3.98 3.90 3.79 3.58 4.41 3.58 2.55 3.46 3.50 3.57 4.41 4.17 4.04 3.71 3.61 3.38 3.35 1.10 0.76 4.00 3.46 3.29 3.24 3.25 3.49 3.19 3.39 4.17 4.16 3.92 4.57 3.63 3.71 3.72 4.60 3.75 3.82 3.75 4.05 9.41 4.58 4.18 4.24 4.23 4.24 4.49 3.79 3.78 3.79 3.79 3.75 3.77 3.75 3.64 3.70 3.76 3.64 4.09 3.87 3.87 4.10 4.36 4.01 3.42 3.72 3.87 3.68 3.60 4.79 3.44 3.41 3.41 3.41 3.29 7.43 4.79 3.30 3.37 3.55 3.49
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 0 1 0 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
17:15 17:31 17:43 18:23 20:08 18:23 20:44 19:33 20:17 18:30 20:06 13:38 13:31 12:55 12:17 12:20 12:20 21:30 21:30 23:58 19:38 08:10 07:55 23:07 21:56 21:13 12:31 16:40 16:34 14:48 16:19 13:39 13:00 12:53 16:18 12:03 12:03 12:03 11:56 06:00 16:18 18:56 18:53 18:44 18:40 18:35 18:32 18:32 18:32 18:29 18:24 17:54 18:25 20:29 20:54 20:53 20:29 22:13 12:19 12:19 18:07 17:47 22:12 19:02 12:05 12:07 12:55 12:57 15:42 12:50 12:47 12:46 12:37 11:54 22:05 15:43 12:03 12:48 12:37 12:47
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 16 of 63
J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.47 2.47 2.85 2.90 2.44 1.90 3.72 3.41 1.90 1.91 1.85 1.84 1.85 1.86 1.88 1.88 3.94 1.90 1.97 1.95 3.87 1.95 1.94 1.56 3.87 3.96 1.54 1.54 1.52 1.50 1.48 5.64 0.48 0.50 0.52 0.53 3.91 0.54 8.42 3.92 4.12 3.73 3.76 3.77 3.75 3.09 3.07 3.06 3.05 3.04 3.02 3.06 3.05 5.00 4.97 4.10 3.33 3.37 3.26 3.27 3.72 2.97 2.98 2.88 2.99 3.99 3.72 3.85 3.93 3.47 4.62 5.79 6.17 3.78 3.87 3.99 3.26 3.30 9.30 4.84
6.97 6.90 6.93 6.93 6.88 7.05 7.06 8.35 6.58 6.59 6.56 6.56 6.57 6.64 6.70 6.71 8.99 6.76 6.72 6.70 8.98 6.69 6.66 6.26 14.06 8.98 6.11 6.05 6.05 6.60 6.30 7.69 2.32 5.69 6.14 6.04 8.61 6.19 12.00 8.56 6.31 8.23 5.86 5.88 5.88 7.65 7.65 7.60 7.59 7.53 7.42 7.71 7.84 8.84 8.12 8.10 7.56 7.60 9.50 6.54 8.00 7.35 7.86 8.19 7.64 7.05 7.65 8.54 8.12 8.04 6.01 9.02 9.01 7.06 7.06 8.03 4.52 4.45 10.38 7.72
3.41 3.34 3.37 3.37 3.32 3.45 3.46 4.79 2.98 2.99 2.96 2.96 2.97 3.04 3.10 3.11 4.93 3.16 3.12 3.10 4.92 3.09 3.06 2.66 10.00 4.92 2.51 2.45 2.45 3.00 2.70 -1.31 -1.28 2.09 2.54 2.44 4.55 2.59 3.50 4.50 2.25 4.67 2.30 2.32 2.32 4.09 4.09 4.04 4.03 3.97 3.86 4.15 4.28 4.38 3.75 4.54 4.00 4.04 6.00 3.04 4.00 3.79 4.30 4.63 4.08 3.49 6.29 4.48 3.56 4.48 2.45 3.08 3.08 3.00 3.00 3.47 0.96 0.89 1.38 4.16
2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 1 0 0 2 2 2 0 1 3 2 2 2 3 2 2 2 2 2 2 2 2 2
12:47 12:40 18:08 18:08 12:34 19:21 16:56 15:44 15:10 15:11 15:00 14:59 14:58 14:53 14:47 14:48 16:38 14:48 15:47 15:40 16:37 15:37 15:27 13:17 02:31 16:38 13:36 13:43 11:54 11:53 11:53 12:20 12:20 12:01 12:04 12:02 17:33 12:01 18:25 17:33 12:48 01:41 12:52 12:54 12:59 18:09 18:17 18:16 18:41 19:37 19:35 18:08 17:56 01:06 18:14 00:50 12:15 12:28 07:21 08:57 00:00 20:20 23:36 20:50 20:59 09:07 00:43 17:38 18:28 17:28 02:18 13:11 13:11 12:54 13:35 19:33 12:15 12:15 12:15 12:59
3.41 3.34 3.37 3.37 3.32 3.44 3.45 4.79 2.98 2.99 2.96 2.96 2.97 3.04 3.10 3.11 4.93 3.16 3.12 3.10 4.92 3.09 3.06 2.66 6.43 4.92 2.51 2.45 2.44 3.00 2.69 -1.34 -1.31 -0.70 0.17 0.52 4.55 2.59 3.50 4.50 2.25 4.67 2.30 2.32 2.32 4.09 4.09 4.04 4.03 3.97 3.86 4.14 4.26 4.10 3.74 4.19 4.00 4.04 6.00 3.04 0.71 3.79 4.20 4.63 4.07 3.48 6.29 4.48 3.56 4.48 2.44 3.08 3.08 3.00 2.99 3.47 0.86 0.82 1.38 4.16
2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 0 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2
12:47 12:41 18:09 18:09 12:34 18:58 10:38 15:44 15:10 15:12 15:00 14:59 14:59 14:54 14:48 14:49 16:22 14:48 15:47 15:41 16:38 15:37 15:28 13:17 02:40 16:39 13:36 13:44 11:51 21:02 11:54 12:20 12:20 12:20 12:18 12:05 17:33 12:01 03:56 17:33 12:49 01:41 12:52 12:54 12:59 18:10 18:17 18:16 18:42 19:38 19:36 18:09 18:27 01:36 18:15 18:27 12:16 12:29 23:03 08:14 21:04 19:34 21:59 12:03 21:58 09:08 20:20 17:31 18:28 17:29 03:50 13:11 13:11 12:55 12:49 19:33 12:15 12:16 12:15 12:55
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 17 of 63
JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.98 3.73 3.73 3.73 0.00 0.00 3.73 3.73 0.00 5.22 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 2.29 3.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.78 1.78 1.80 0.00 6.16
8.17 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.71 2.85 0.00 14.63
4.17 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.21 1.35 -1.00 -1.37
2 2 2 2 0 0 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:56 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:53 12:15 12:15 00:00 12:21
4.17 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.21 1.35 -1.00 -1.39
2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:56 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:54 12:15 12:15 00:00 12:21
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 18 of 63
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 7.85 2 12:15 0 3.4 0.746 J-104 JUNCTION 6.18 15.47 2 12:15 0.54 2.76 22.383 J-106 JUNCTION 0.00 6.61 2 12:11 0 0.704 11.411 J-109 JUNCTION 0.00 7.97 1 14:51 0 3.77 0.264 J-11 JUNCTION 0.00 13.08 2 11:06 0 4.79 4.753 J-110 JUNCTION 7.17 8.32 2 12:09 0.585 1.88 0.586 J-113 JUNCTION 0.00 12.31 1 17:27 0 3.98 8.622 J-114 JUNCTION 0.00 15.61 2 09:15 0 4.64 1.751 J-118 JUNCTION 0.00 16.76 2 09:26 0 6.1 -0.502 J-12 JUNCTION 0.00 12.32 2 07:21 0 3.48 1.826 J-121 JUNCTION 6.98 7.48 2 12:31 0.547 0.703 5.122 J-126 JUNCTION 16.99 16.99 2 12:15 1.62 2.04 0.189 J-126A JUNCTION 0.00 18.86 3 01:28 0 0.599 0.000 J-127 JUNCTION 0.00 2.02 2 11:13 0 1.3 0.123 J-128 JUNCTION 0.00 2.25 2 11:13 0 1.29 0.256 J-129 JUNCTION 12.82 14.56 2 12:15 1.05 3.71 -3.737 J-130 JUNCTION 0.00 7.67 2 11:23 0 5.87 0.183 J-131 JUNCTION 0.00 8.36 3 03:26 0 5.62 0.157 J-132 JUNCTION 9.79 9.79 2 12:14 0.817 3.12 2.823 J-137 JUNCTION 0.00 3.37 1 05:45 0 2.34 7.345 J-139 JUNCTION 0.00 4.13 2 11:12 0 3.12 3.090 J-140 JUNCTION 0.00 4.25 2 10:03 0 2.74 3.870 J-147 JUNCTION 11.68 11.87 2 12:14 0.986 2.98 -0.933 J-148 JUNCTION 0.00 6.24 2 10:27 0 2.54 1.903 J-149 JUNCTION 0.00 4.07 1 07:19 0 0.371 4.951 J-15 JUNCTION 1.91 20.66 2 11:17 0.138 2.36 2.721 J-152 JUNCTION 10.02 10.02 2 12:15 0.842 2.44 -0.404 J-153 JUNCTION 0.00 4.30 2 05:07 0 1.76 4.148 J-155 JUNCTION 0.00 4.25 1 08:13 0 1.71 6.715 J-156 JUNCTION 0.00 3.56 2 01:54 0 1.68 10.939 J-158 JUNCTION 17.17 23.15 2 08:40 1.77 4.68 -0.146 J-158A JUNCTION 0.00 20.01 2 07:32 0 2.25 2.258 J-15A JUNCTION 0.00 6.34 2 11:22 0 0.138 13.096 J-160 JUNCTION 0.00 9.93 2 10:11 0 2.34 3.684 J-161 JUNCTION 4.58 7.32 3 00:23 0.385 5.89 -0.479 J-162 JUNCTION 0.00 9.16 1 10:04 0 5.87 -0.047 J-163 JUNCTION 2.91 9.48 2 21:28 0.234 6.2 2.972 J-164 JUNCTION 0.00 7.35 2 21:00 0 6.18 2.389 J-165 JUNCTION 2.53 7.36 2 12:53 0.2 6.4 1.498 J-166 JUNCTION 4.94 9.74 2 12:15 0.42 6.7 0.170 J-167 JUNCTION 0.00 13.45 2 12:04 0 7.67 1.753 J-168 JUNCTION 0.00 5.08 0 10:06 0 1.43 9.489 J-169 JUNCTION 3.17 5.14 1 04:30 0.24 1.33 9.281 J-170 JUNCTION 2.85 3.54 1 09:13 0.212 0.657 14.447 J-174 JUNCTION 0.00 5.22 2 09:16 0 0.77 24.865 J-175 JUNCTION 0.00 2.01 2 06:55 0 0.292 47.535 J-176 JUNCTION 0.00 5.68 2 02:54 0 1.59 8.177 J-179 JUNCTION 0.00 9.56 2 02:52 0 2.03 1.016 J-18 JUNCTION 6.24 30.96 2 11:18 0.502 2.56 1.466 J-180 JUNCTION 5.45 20.09 2 07:14 0.43 1.52 0.163 J-180A JUNCTION 0.00 35.72 2 23:27 0 0.993 -9.674 J-185 JUNCTION 9.93 21.21 2 08:37 0.845 2.13 0.332 J-185A JUNCTION 0.00 18.75 2 06:54 0 0.867 -23.538 J-188 JUNCTION 10.18 24.42 2 07:17 0.836 1.53 0.587 J-188A JUNCTION 0.00 18.68 2 08:28 0 0.658 -5.110 J-191 JUNCTION 7.24 20.80 2 08:45 0.569 2.23 0.084 J-191A JUNCTION 0.00 18.86 2 08:06 0 1.85 0.000 J-195 JUNCTION 0.00 24.29 2 08:31 0 2.02 0.157 J-195A JUNCTION 0.00 22.37 2 08:31 0 1.62 2.434 J-198 JUNCTION 12.87 12.87 2 12:15 1.17 1.9 4.954 J-199 JUNCTION 0.00 4.42 2 05:58 0 1.55 5.211 J-19A JUNCTION 0.00 21.69 2 10:00 0 0.495 -1.485 J-203 JUNCTION 4.81 7.79 2 12:15 0.407 1.88 -1.734 J-204 JUNCTION 0.00 6.39 2 07:29 0 1.53 1.221 J-206 JUNCTION 0.00 4.75 1 23:22 0 1.74 6.301 J-208 JUNCTION 4.02 7.84 2 09:49 0.334 2.7 -1.660 J-209 JUNCTION 7.11 7.11 2 12:15 0.634 1.32 11.801 J-212 JUNCTION 0.00 4.23 1 12:29 0 0.988 12.320 J-213 JUNCTION 5.30 15.41 2 07:49 0.454 1.88 0.726 J-213A JUNCTION 0.00 13.05 2 07:58 0 1.37 24.292
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 19 of 63
J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
8.07 0.00 0.00 7.45 0.00 0.00 4.71 0.00 5.97 0.00 5.65 0.00 4.01 4.11 7.28 0.00 9.92 8.31 7.03 0.00 9.91 0.00 0.00 0.00 0.00 0.00 0.00 6.40 6.28 0.00 0.00 0.00 6.56 0.00 0.00 0.00 0.00 0.00 0.00 7.03 0.00 0.00 0.00 0.00 0.00 4.05 0.00 13.00 0.00 0.00 0.00 2.46 0.00 0.00 2.48 0.00 0.00 6.69 6.89 6.44 0.00 6.26 0.00 5.36 0.00 5.18 0.00 0.00 7.89 0.00 0.00 5.30 0.00 0.00 0.00 0.00 0.00 14.35 0.00 14.75
8.72 9.43 19.20 38.45 22.27 3.72 4.71 3.30 6.64 9.08 15.91 5.04 10.54 4.70 8.04 17.93 20.97 23.32 7.03 4.24 10.46 3.04 19.55 3.24 6.18 6.16 6.16 12.01 7.38 29.48 19.96 13.94 25.44 11.11 35.20 4.65 20.17 4.86 5.25 8.33 6.49 16.55 1.99 30.10 26.67 22.72 19.56 14.26 8.18 7.86 8.25 7.03 20.44 3.41 22.84 15.48 10.16 20.42 24.62 10.41 13.98 18.49 16.35 7.15 17.81 20.61 17.92 3.01 23.40 16.53 3.99 8.49 8.02 5.44 2.70 3.23 2.86 21.90 19.63 17.10
2 2 2 2 2 1 2 1 2 1 1 2 1 1 2 1 1 2 2 0 2 2 2 2 2 2 2 1 2 1 1 1 2 0 1 2 2 2 1 2 1 0 2 0 1 0 2 2 2 1 1 1 0 2 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:14 05:47 07:51 06:26 06:26 22:52 12:14 22:06 12:15 18:19 15:54 11:31 06:45 09:22 12:14 06:24 02:41 11:48 12:14 11:54 12:14 13:55 11:48 00:57 15:44 15:44 15:44 15:54 12:15 08:27 12:27 18:23 11:31 00:00 07:59 02:58 11:31 23:26 07:15 12:14 02:15 17:55 14:43 18:30 08:27 21:17 10:23 12:14 11:08 22:05 07:48 07:18 18:30 11:36 08:04 01:27 22:41 23:29 11:37 19:25 19:25 10:39 10:39 12:14 11:23 11:01 10:51 10:15 10:10 10:57 11:00 11:40 11:40 08:38 08:30 07:33 08:24 08:57 08:57 12:15
0.644 0 0 0.619 0 0 0.344 0 0.461 0 0.437 0 0.332 0.342 0.57 0 0.801 0.759 0.537 0 0.794 0 0 0 0 0 0 0.495 0.551 0 0 0 0.578 0 0 0 0 0 0 0.598 0 0 0 0 0 0.337 0 1.14 0 0 0 0.194 0 0 0.196 0 0 0.535 0.589 0.508 0 0.521 0 0.46 0 0.415 0 0 0.656 0 0 0.466 0 0 0 0 0 1.25 0 1.19
1.08 1.55 2.14 3.97 1.89 1.16 1.38 1.31 1.76 4.29 4.04 0.793 0.811 0.618 1.45 1.79 5.56 2.42 0.794 1.16 1.83 1.79 0.546 1.65 3.62 2.91 2.97 2.86 2.7 5.79 0.718 4.59 1.5 0.00328 3.99 2.77 0.642 3.04 3.04 3.18 2.89 5.14 0.536 6.85 4.97 2.53 1.31 2.23 0.376 2.53 2.45 2.62 2.73 0.741 5.38 4.67 3.07 3.06 1.86 2.8 4.22 1.1 0.356 2.57 0.77 1.43 0.801 1.1 1.72 0.99 0.612 0.872 0.362 2.09 1.33 1.54 1.51 2.82 2.2 2.25
-6.052 11.031 0.067 0.394 2.779 6.225 4.001 8.081 5.123 1.264 8.435 8.026 17.218 1.624 3.012 4.827 1.684 1.315 -6.015 2.783 -12.923 -0.041 13.833 0.082 -0.005 -0.704 -0.157 -1.218 -1.448 3.051 -29.686 1.295 0.962 83.679 3.208 0.180 9.418 2.540 2.141 -1.167 0.833 0.057 0.000 0.729 -1.402 -0.179 -1.923 2.432 0.000 3.032 -0.368 2.284 2.423 8.682 -2.498 0.350 -0.653 0.425 0.810 0.902 1.245 0.278 1.118 2.318 -19.701 0.446 -5.578 4.414 0.248 -2.735 10.557 2.974 4.198 1.568 14.607 7.618 11.333 0.095 0.000 -0.336
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 20 of 63
J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 7.63 0.00 7.36 0.00 0.00 9.30 0.00 0.00 0.00 0.00 6.31 0.00 0.00 10.85 0.00 0.00 0.00 6.70 0.00 0.00 10.58 0.00 5.84 0.00 0.00 8.53 0.00 6.41 10.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.73 0.00 0.00 8.04 0.00 0.00 0.00 0.00 4.96 10.49 5.00 0.00 16.73 0.00 0.00 0.00 0.00 10.71 0.00 8.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.82 7.30 0.00 8.00 0.00 0.00 0.00 2.37 0.00 0.00 0.00 0.00 12.24 0.00 0.00
3.84 3.19 16.23 11.86 10.50 25.36 18.64 21.53 18.54 7.60 4.13 4.89 7.29 6.12 6.21 11.02 5.88 5.05 7.62 27.39 22.72 6.54 13.69 17.21 15.28 8.85 5.82 8.53 4.26 65.75 19.12 15.35 3.78 3.55 6.44 21.38 21.38 21.92 8.17 7.50 7.43 28.99 17.77 7.85 5.97 18.21 23.14 10.92 16.98 14.79 25.03 17.69 4.62 3.86 16.84 15.94 12.78 29.73 26.93 21.05 5.34 6.73 7.01 6.82 7.69 10.63 8.46 6.75 39.48 27.76 72.89 95.05 18.68 14.09 15.70 13.09 18.00 35.51 28.73 28.90
2 2 2 2 2 2 3 2 2 3 2 2 2 1 1 2 2 1 2 2 2 1 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 0 2 2 3 0 0 0 0 0 0 1 1 2 2 1 3 3 3 3 2 0 2 0 0 0 0 0
12:30 08:51 08:28 08:28 10:33 11:14 05:54 10:33 10:33 02:50 10:03 07:00 12:15 04:05 19:20 12:14 10:23 20:40 11:45 11:45 11:45 20:07 23:06 23:06 01:09 02:05 14:59 12:15 17:51 10:57 11:20 11:20 08:46 10:48 09:06 10:57 10:57 10:57 10:03 10:39 09:23 10:55 10:57 10:56 10:41 22:21 07:23 11:31 11:30 11:30 11:32 11:04 10:21 05:48 07:06 11:32 00:50 09:03 09:03 09:18 09:11 23:38 23:39 01:29 07:04 12:00 12:15 04:08 01:30 01:29 05:32 05:25 10:01 19:17 11:46 19:17 18:23 07:59 09:15 19:27
0 0 0.655 0 0.654 0 0 0.679 0 0 0 0 0.601 0 0 1.03 0 0 0 0.61 0 0 0.954 0 0.481 0 0 0.778 0 0.563 0.978 0 0 0 0 0 0 0 0.571 0 0 0.684 0 0 0 0 0.395 1.01 0.44 0 1.47 0 0 0 0 0.928 0 0.78 0 0 0 0 0 0 0 0.812 0.606 0 0.769 0 0 0 0.174 0 0 0 0 1.22 0 0
1.37 1.52 2.39 2.01 2.29 2.45 2.32 1.91 1.12 1.22 1.36 1.02 1.56 1.28 1.71 2.09 1.31 1.66 1.53 3.81 1.16 3.37 5.25 4.27 4.69 1.61 1.37 1.65 1.3 2.25 1.52 0.752 0.891 0.915 1.04 0.454 0.963 0.675 1.68 3.54 2.18 2.51 1.28 0.123 2.09 5.65 2.34 2.67 1.32 0.979 10 4.68 1.32 1.36 0.705 2.35 1.2 3.11 1.47 1.46 0.349 1.37 1.6 1.29 1.52 2.47 1.16 2.54 12.6 1.78 7.4 3.65 7.76 6.28 7.98 6.48 6.69 13.3 5.84 11.2
1.920 11.940 0.152 1.377 2.562 2.767 31.025 -14.222 -7.355 -0.263 7.103 1.498 0.375 2.475 13.734 -0.534 7.542 3.678 -5.322 -0.690 0.327 -3.616 -1.068 1.113 8.434 3.870 19.046 9.758 16.462 0.283 0.518 0.589 15.906 16.939 6.901 -3.207 4.455 -18.149 9.632 2.694 3.202 1.103 -3.032 16.210 2.401 -1.969 -0.465 0.797 0.456 1.018 -0.742 -0.014 8.228 9.124 0.436 0.187 4.334 2.780 -3.246 5.525 5.209 11.768 8.199 0.965 -2.813 -6.736 -14.248 7.431 0.185 0.484 -0.030 -16.607 0.590 2.908 1.837 3.214 0.103 0.824 0.000 0.013
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 21 of 63
J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 2.04 1.50 0.00 0.00 1.32 1.79 5.96 3.95 0.00 0.00 0.00 4.58 6.20 0.00 0.00 1.48 0.00 3.00 7.48 0.00 0.00 15.10 0.00 0.00 0.00 11.32 0.00 2.51 2.67 0.00 6.12 0.00 2.63 0.00 0.00 8.29 6.47 2.11 0.00 0.00 0.00 1.31 0.00 0.00 6.21 4.96 0.00 3.19 0.00 0.00 7.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.89 0.00 13.51 0.00 0.00 0.00 7.54 10.14 0.00
29.96 170.83 21.08 15.29 57.24 118.09 75.53 77.87 47.49 34.50 30.21 19.79 19.48 30.85 23.43 19.99 16.79 11.91 22.25 19.08 9.95 24.41 21.41 7.39 31.16 11.61 8.10 9.06 14.15 32.20 12.03 9.94 2.28 9.11 10.14 75.14 164.85 129.91 19.99 8.49 7.87 35.84 8.19 7.60 23.30 19.95 31.60 42.19 14.43 18.68 32.65 29.83 82.21 25.69 21.52 12.86 66.95 99.10 11.70 11.95 10.68 16.40 37.93 18.14 13.70 29.40 35.30 61.46 4.81 6.11 4.96 25.88 3.84 28.67 22.44 5.12 19.55 49.59 34.19 16.68
0 2 1 2 1 2 1 0 2 1 2 2 1 2 1 1 1 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 2 0 0 1 2 2 2 2 0 2 2 2 3 3 2 2 2 2 3 3 3 2 2 0 2 1 3 2 2 2 2 0 2 2 0 2
19:29 15:45 09:50 14:10 08:01 15:44 11:50 16:06 04:14 07:56 01:57 10:09 06:03 02:55 07:12 14:13 11:34 05:27 10:39 08:14 11:59 10:43 10:43 10:31 07:52 15:18 08:48 10:11 11:59 16:31 12:00 11:44 08:10 12:14 19:34 07:37 08:28 07:37 12:04 12:14 14:27 16:32 09:53 11:53 15:39 00:02 10:54 17:38 12:15 21:02 16:25 15:58 00:00 12:05 11:48 10:36 05:25 05:57 12:17 12:17 12:19 12:35 05:42 05:42 05:42 13:51 13:51 00:00 10:39 19:11 00:58 08:38 11:16 19:12 19:12 22:23 08:16 08:42 23:13 06:12
0 0 0 0.366 0.327 0 0 0.275 0.31 0.447 0.385 0 0 0 0.417 0.542 0 0 0.291 0 0.329 0.821 0 0 1.25 0 0 0 1.25 0 0.278 0.294 0 0.677 0 0.298 0 0 0.763 0.546 0.398 0 0 0 0.241 0 0 0.701 0.422 0 0.258 0 0 0.634 0 0 0 0 0 0 0 0 1.74 0 0 0 0 0 0 0 0 0.428 0 1.14 0 0 0 0.627 0.816 0
11.8 28.8 6.78 4.88 17.9 22.4 19 19.1 14.4 12.4 11.6 3.38 3.43 12.2 9.79 8.93 8.3 8.23 12 7.61 3.2 1.39 0.513 0.962 5.77 3.99 0.954 0.939 2 6.02 2.04 2.23 0.0629 4.62 4.12 8.88 8.35 10.9 1.94 1.4 4.02 6.46 0.626 0.839 6.03 6.06 28.8 28.6 23.1 23.1 25.6 25.4 25.5 2.09 1.23 3.93 3.76 0.388 1.53 1.55 1.55 1.56 2.25 0.593 0.639 0.496 0.303 2.9 1.55 2.79 2.32 0.88 2.24 2.46 1.42 1.35 0.221 1.75 3.34 0.59
0.064 -0.071 0.105 8.825 -3.595 -11.218 -6.564 -1.911 -6.165 -4.066 -5.985 4.572 6.367 2.392 1.815 -3.265 1.748 3.219 4.847 6.403 4.585 -1.208 0.792 1.527 -0.161 12.668 3.496 5.409 1.891 15.738 2.686 2.207 -2.487 -0.605 -0.122 0.134 -9.122 0.000 2.652 -2.336 12.588 -5.846 36.432 2.157 -10.437 12.558 0.753 -0.541 -0.300 -0.283 0.442 0.514 0.048 1.019 0.000 14.471 40.261 -75.136 0.336 0.755 0.312 -0.342 -0.103 0.668 5.031 0.001 0.000 0.130 1.796 0.081 6.192 1.028 0.000 -1.139 0.637 20.048 11.811 0.201 0.562 0.760
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 22 of 63
J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 13.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.81 0.00 0.00 4.75 15.26 0.00 0.00 0.00 0.00 4.71 0.00 0.00 8.51 0.00 0.00 8.54 11.42 3.96 7.20 2.12 0.00 5.51 4.39 0.00 0.00 0.00 8.47 0.00 9.47 0.00 4.52 2.59 17.99 6.65 0.00 5.93 0.00 7.99 0.00 0.00 11.31 0.00 5.47 4.03 0.00 4.85 0.00 0.00 0.00 0.00 0.00 0.00 7.61 0.00 0.00 0.00 0.00 9.03 6.16 7.19 4.41 0.00 0.00 0.00 5.68
16.68 2.06 11.39 26.51 11.86 11.86 21.00 21.00 25.77 12.74 5.57 5.10 5.76 8.58 7.05 10.95 7.06 8.13 13.89 15.26 4.80 10.26 4.29 4.95 4.71 29.98 9.49 28.38 21.10 6.77 9.57 11.42 3.96 10.77 8.43 6.11 6.34 22.74 14.14 34.26 14.74 9.36 8.29 25.12 20.18 9.83 10.14 21.36 12.53 11.75 6.89 11.43 7.99 72.00 6.79 11.31 5.18 6.59 4.03 2.98 5.77 10.68 11.63 4.94 8.11 4.52 9.02 7.61 11.37 11.93 6.42 6.71 9.03 6.16 7.82 6.40 10.99 7.13 14.89 11.59
2 0 2 2 2 2 2 2 2 2 2 0 1 2 2 2 1 2 2 2 2 1 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 2 0 0 2 2 2 2 2 2 2 2 2 2
06:12 22:24 09:30 09:53 09:53 09:53 08:42 08:42 07:42 09:01 08:19 19:45 20:12 11:54 12:52 11:55 20:59 19:13 09:06 12:15 17:54 06:39 21:16 09:47 12:15 19:24 11:41 11:32 11:32 20:03 12:15 12:15 12:14 07:04 09:24 07:19 12:14 11:49 11:54 00:27 10:14 11:06 11:07 10:47 11:02 07:52 18:31 12:15 12:15 07:20 12:14 02:22 12:15 11:15 11:16 12:15 08:11 12:14 12:14 23:04 12:14 20:11 20:11 00:00 00:00 23:36 09:11 12:15 00:00 00:00 12:04 12:05 12:15 12:14 21:02 22:32 08:44 07:29 21:06 03:06
0 0 0 1.1 0 0 0 0 0 0 0 0 0 0 0 0.504 0 0 0.378 1.55 0 0 0 0 0.398 0 0 0.78 0 0 0.703 1.03 0.328 0.603 0.165 0 0.475 0.392 0 0 0 0.776 0 0.767 0 0.342 0.184 1.63 0.54 0 0.454 0 0.725 0 0 0.988 0 0.471 0.334 0 0.421 0 0 0 0 0 0 0.686 0 0 0 0 0.835 0.675 0.789 0.483 0 0 0 0.622
0.452 0.0353 0.385 2.89 0.919 0.945 0.779 0.577 1.91 3.02 0.92 1.6 1.65 3.77 2.85 3.09 2.6 2.93 1.86 3.19 0.25 1.53 1.57 1.49 1.02 1.12 1.06 2.84 1.37 2.08 1.39 1.75 0.789 2.44 1.35 0.912 1.28 2.75 1.18 0.966 4.27 1.13 0.176 1.69 0.869 2.29 2.73 4.76 4.85 6.57 2.63 2.87 5.98 5.63 0.37 3.66 0.9 0.494 0.828 0.81 1.23 1.24 1.25 0.364 0.386 1.17 2.79 1.63 3.11 7.4 1.88 1.71 1.14 0.823 1.97 2.53 3.74 3.08 1.95 2.89
0.998 29.351 -7.343 0.161 -0.041 -0.063 33.777 6.726 1.983 5.962 0.014 15.285 11.655 -1.374 0.264 2.799 5.833 9.341 3.843 -0.057 -2.824 -0.446 7.861 8.427 22.415 21.829 19.185 1.508 4.312 4.674 7.024 1.156 26.151 4.182 6.898 3.141 15.899 1.210 -2.765 -8.416 2.156 3.627 0.000 0.616 0.000 5.836 2.461 2.372 1.165 4.993 -1.839 8.602 0.029 -2.054 -9.880 8.575 16.833 0.187 -0.666 0.382 0.436 -0.767 0.113 0.124 0.141 19.644 9.798 -3.729 2.978 -0.436 5.435 4.593 -9.529 -15.344 -1.518 -3.011 0.688 1.135 -8.452 -5.885
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 23 of 63
J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 3.76 0.00 0.00 0.00 0.00 7.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.54 0.00 0.00 0.00 0.00 4.80 0.00 0.00 0.00 7.83 0.00 0.00 9.61 0.00 3.64 0.00 0.00 0.00 5.00 0.00 0.00 0.00 3.37 0.00 0.00 0.00 0.00 0.00 5.70 0.00 0.00 0.00 0.00 1.92 0.00 0.00 0.00 10.44 0.00 0.00 0.00 1.36 0.00 0.00 8.35 0.00 0.00 7.33 6.76 0.00 6.38 5.74 5.93 7.16 0.00 0.00 0.00 9.46 0.00 0.00 1.64 0.00 1.28 0.00
4.56 40.10 23.02 23.02 33.10 11.28 8.39 3.13 6.96 8.13 22.01 16.16 54.13 58.73 19.44 8.51 32.14 21.84 12.34 78.61 8.61 26.12 98.29 25.66 8.43 14.99 13.96 12.37 18.62 9.52 16.51 17.97 5.90 5.40 30.78 8.97 7.52 6.16 6.52 4.73 28.76 22.36 4.46 2.55 5.70 3.06 3.22 3.36 5.15 5.80 5.15 10.52 20.86 11.54 11.49 7.34 6.54 17.99 10.34 6.87 8.54 5.45 11.02 7.33 7.38 7.56 29.92 6.86 7.91 7.16 36.36 9.89 5.78 11.82 7.60 9.07 16.35 20.96 11.90 10.62
2 1 2 2 2 1 2 2 2 2 2 2 0 0 1 2 2 2 1 0 2 0 2 0 1 2 2 2 1 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2
08:08 06:39 01:09 01:09 11:52 05:23 12:14 10:22 10:22 05:09 09:53 07:42 21:20 08:30 22:58 07:45 07:14 07:26 06:35 15:51 00:49 12:20 06:03 11:49 09:45 09:29 08:12 12:00 08:52 09:13 11:52 11:52 19:47 18:53 09:09 06:11 14:53 02:01 05:05 01:26 09:59 07:44 12:03 11:55 12:14 11:53 11:53 11:40 12:05 14:07 11:37 07:19 07:10 12:15 22:42 23:09 23:40 21:55 21:55 22:43 12:15 08:30 09:01 12:15 12:14 00:21 08:22 23:57 23:40 12:15 05:39 07:36 10:25 12:15 11:53 20:00 11:49 12:14 12:15 12:15
0 0.413 0 0 0 0 0.583 0 0 0 0 0 0 0 0 0 0.301 0 0 0 0 0.422 0 0 0 0.643 0 0 0.917 0 0.399 0 0 0 0.495 0 0 0 0.37 0 0 0 0 0 0.632 0 0 0 0 0.212 0 0 0 0.845 0 0 0 0.117 0 0 0.763 0 0 0.664 0.611 0 0.566 0.497 0.516 0.647 0 0 0 0.881 0 0 0.133 0 0.096 0
1.88 8.71 2.75 2.27 4.43 3.1 1.84 0.731 0.842 1.15 2.38 1.79 7.32 3.78 3.14 2.87 8.25 2.8 3.63 8.18 2.95 4.42 5.68 3.2 1.6 2.41 1.17 2.66 11.3 2.65 1.51 0.829 1.58 1.68 4.38 1.77 1.97 1.33 1.56 1.35 2.84 1.02 1.66 0.85 1.17 0.907 0.903 0.929 1.1 0.371 0.911 1.88 2.33 1.85 3.26 2.03 2.23 3.77 1.53 1.51 1.53 0.755 1.3 0.682 0.662 0.824 4.22 1.39 1.88 0.67 3.05 2.6 0.743 1.6 1.59 1.64 5.39 6.29 1.01 0.919
8.800 -3.286 -0.377 -1.051 -4.788 -5.840 5.185 15.936 16.981 13.474 0.630 -6.354 18.763 -42.179 -0.574 5.054 3.214 -0.774 3.679 6.433 -1.015 -2.785 -42.437 -2.771 16.138 -0.247 3.896 0.547 2.577 10.580 -3.502 -1.423 -3.756 -0.132 -0.525 -1.270 -4.696 -0.730 -1.730 -4.097 -0.234 0.000 -5.275 -1.002 -4.794 -1.666 -5.574 -4.310 -13.800 -6.052 -3.186 0.883 0.000 7.535 0.079 1.654 1.020 -0.310 2.208 1.304 0.101 1.941 20.683 -1.237 -1.997 1.284 -2.757 0.185 0.132 -2.624 1.834 4.516 3.037 -1.423 1.788 4.204 0.256 0.027 0.045 0.110
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 24 of 63
J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.75 0.00 0.00 5.86 9.65 0.00 4.35 0.00 7.01 0.00 0.00 0.00 0.00 4.04 0.00 2.66 0.00 8.57 0.00 0.00 3.71 0.00 7.36 13.56 0.00 11.86 0.00 3.45 0.00 4.48 0.00 0.00 1.38 0.00 0.00 11.00 0.00 0.00 0.00 11.82 0.00 10.01 6.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.62 5.86 4.35 5.86 13.73 6.28 15.82 14.04 11.36 15.45 54.49 8.99 6.03 6.40 5.55 5.11 5.24 23.68 23.55 29.10 27.27 33.40 7.36 13.56 14.64 15.27 60.37 26.44 21.53 10.11 12.47 20.95 56.82 6.96 14.28 11.00 40.34 133.09 111.18 74.98 115.06 40.59 12.73 24.65 18.41 55.58 14.24 13.02 6.16 4.36 2.82 1.70 14.31 65.98 2.82 5.55 7.05 7.57 9.20 11.93 7.18 10.36 11.11 13.55 60.37 8.11 61.46 4.62 2.84 1.41 3.85 2.06 1.44 1.95 1.90 2.27 3.79 1.90 2.27 0.63
2 2 2 2 2 2 3 1 2 3 3 2 2 2 2 2 2 2 2 3 2 2 2 2 1 2 0 2 2 2 0 0 1 2 2 2 3 0 3 2 2 2 2 2 0 0 1 2 2 2 1 0 3 0 2 2 2 2 0 0 2 2 0 2 0 0 0 2 1 0 1 0 0 1 2 0 1 1 0 0
12:15 12:15 07:30 12:15 12:14 07:24 03:16 00:55 11:51 05:55 00:25 09:39 08:10 08:48 09:39 08:10 07:59 09:38 09:38 01:06 10:59 23:45 12:15 12:15 23:16 12:04 00:00 08:42 09:38 19:34 22:16 21:35 22:45 11:14 06:59 12:15 03:49 08:32 04:13 13:42 13:25 11:07 09:20 12:15 00:01 00:00 15:27 12:15 15:44 23:27 17:54 05:57 03:00 00:00 10:25 13:50 12:52 15:00 00:00 00:00 12:17 12:52 00:00 12:06 00:00 00:00 00:00 05:44 08:14 05:36 14:26 07:45 06:19 04:41 14:34 12:55 08:15 08:18 08:32 19:32
0.402 0 0 0.517 1.07 0 0.48 0 0.769 0 0 0 0 0.342 0 0.238 0 0.789 0 0 0.339 0 0.66 1.35 0 0.929 0 0.316 0 0.497 0 0 0.272 0 0 0.941 0 0 0 1 0 0.941 0.553 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.919 0.517 1.65 0.517 7.01 1.79 6.4 6.39 5.78 5.23 4.29 1.22 1.05 1.98 1.7 1.78 1.77 1.71 0.879 2.32 9.76 1.48 0.66 1.35 0.755 2.42 22.6 2.76 2.47 1.91 4.98 7.09 14.2 1.85 3.63 1.87 4.42 3.11 1.87 3.06 2.36 5.73 1.09 0.527 6.97 6.36 2.67 7.15 2.97 2.47 1.89 1.11 12 19.5 1.52 3.05 2.85 5.88 0.593 5.58 0.661 1.35 0.00507 2.43 16.7 0.386 2.9 3.68 1.82 1.25 3.9 1.43 1.12 1 0.536 2.22 2.44 1.97 1.65 0.42
0.109 0.152 13.592 0.053 0.243 9.495 -4.726 4.494 -0.776 3.385 -16.289 4.979 6.522 5.937 3.811 6.795 7.553 0.330 -5.576 -18.743 7.111 -13.992 0.074 0.063 -1.761 -1.829 0.025 -0.072 15.747 -25.565 -12.751 -0.864 -0.037 6.078 0.749 10.842 9.961 -19.997 -43.867 7.706 -16.866 0.095 1.493 -2.422 0.114 1.058 -0.537 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 25 of 63
OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.58 4.88 13.54 3.79 30.07
0 2 0 0 0 1 1 0 0 1 0 0 0 0 0 2
08:45 10:54 06:30 07:09 00:00 12:09 10:50 15:04 14:52 10:39 06:17 00:00 00:01 00:01 05:28 12:14
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.891 0.888 1.72 1.73 6.64 0.913 1.22 0.877 1.96 1.69 5.18 6.38 1.79 5.19 5.9 6.28
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.008
% % % % % % % % % % % % % % % %
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 56.76 6.022 0.000 J-104 JUNCTION 65.66 6.941 0.000 J-106 JUNCTION 63.19 6.918 0.000 J-109 JUNCTION 18.95 2.122 0.000 J-11 JUNCTION 70.09 6.116 0.000 J-110 JUNCTION 64.26 6.286 0.000 J-113 JUNCTION 69.92 6.615 0.000 J-114 JUNCTION 65.22 6.211 0.000 J-118 JUNCTION 22.48 4.040 0.000 J-12 JUNCTION 37.64 5.118 0.000 J-121 JUNCTION 62.17 6.918 0.000 J-126 JUNCTION 18.29 1.867 0.000 J-127 JUNCTION 18.26 1.873 0.000 J-128 JUNCTION 18.10 1.806 0.000 J-129 JUNCTION 22.04 4.038 0.000 J-130 JUNCTION 26.53 4.673 0.000 J-131 JUNCTION 32.53 4.389 0.000 J-132 JUNCTION 71.20 6.136 0.000 J-137 JUNCTION 69.68 6.327 0.000 J-139 JUNCTION 76.43 6.412 0.000 J-140 JUNCTION 73.25 6.579 0.000 J-147 JUNCTION 66.17 6.862 0.000 J-148 JUNCTION 63.89 6.942 0.000 J-149 JUNCTION 59.35 6.942 0.000 J-15 JUNCTION 22.86 4.077 0.000 J-152 JUNCTION 61.33 6.997 0.000 J-153 JUNCTION 60.41 7.027 0.000 J-155 JUNCTION 62.41 7.053 0.000 J-156 JUNCTION 62.35 7.149 0.000 J-158 JUNCTION 23.04 4.462 0.000 J-160 JUNCTION 52.84 6.865 0.000 J-161 JUNCTION 23.18 3.944 0.000 J-162 JUNCTION 27.76 4.420 0.000 J-163 JUNCTION 75.67 5.325 0.000 J-164 JUNCTION 72.55 5.178 0.000 J-165 JUNCTION 71.32 5.269 0.000 J-166 JUNCTION 72.71 4.874 0.000 J-167 JUNCTION 74.35 4.420 0.000 J-168 JUNCTION 73.26 4.830 0.000 J-169 JUNCTION 68.73 5.134 0.000 J-170 JUNCTION 60.79 5.227 0.000 J-174 JUNCTION 67.46 7.265 0.000 J-175 JUNCTION 58.24 7.268 0.000 J-176 JUNCTION 48.55 6.869 0.000 J-179 JUNCTION 47.48 6.875 0.000 J-18 JUNCTION 21.65 3.579 0.000 J-180 JUNCTION 24.02 5.102 0.000 J-185 JUNCTION 23.97 5.178 0.000 J-188 JUNCTION 24.31 5.526 0.000 J-191 JUNCTION 24.21 4.815 0.000 J-195 JUNCTION 25.18 4.549 0.000 J-198 JUNCTION 54.60 7.327 0.000
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2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 26 of 63
J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
57.78 58.01 56.24 60.37 58.13 54.32 60.54 35.04 58.04 65.39 48.04 34.59 60.02 58.62 62.17 61.98 63.03 57.00 67.86 46.12 50.99 58.88 50.37 53.13 21.68 64.99 65.79 65.84 21.08 50.53 52.98 66.26 21.73 77.98 54.01 63.05 60.43 61.67 64.20 56.96 44.76 34.26 24.93 60.21 55.84 57.73 48.17 66.59 48.66 51.50 32.19 32.61 21.61 32.49 33.32 22.13 36.32 22.39 36.05 22.52 67.90 21.80 69.44 55.19 60.13 59.45 23.98 23.03 73.36 53.93 23.43 65.52 65.50 65.52 68.86 22.68 46.04 33.10 65.76 43.33
7.223 7.187 7.195 7.044 6.706 6.707 6.993 5.192 6.938 6.914 5.713 5.113 6.803 6.794 6.746 6.293 6.289 5.724 6.443 5.725 6.503 6.499 5.618 5.617 3.636 5.331 5.262 5.212 2.265 5.588 5.679 6.670 3.686 4.968 5.177 4.359 5.178 5.438 5.634 5.176 5.200 2.989 4.130 6.587 6.534 6.466 5.699 6.499 5.689 5.666 5.711 5.714 3.710 5.714 5.711 3.348 6.432 3.694 6.476 3.715 6.439 3.662 6.424 6.874 6.747 6.568 4.366 5.205 7.235 6.471 4.343 3.362 3.365 3.799 6.434 5.292 6.891 6.497 6.889 6.498
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
43.68 34.96 32.94 21.63 37.32 35.77 36.49 71.09 47.97 60.59 57.98 56.88 23.08 21.34 54.47 55.59 59.22 70.82 60.60 62.38 21.14 63.24 24.24 22.99 24.03 21.31 20.25 58.45 62.96 20.57 37.59 70.12 62.96 65.01 21.33 24.47 76.26 61.86 72.86 18.28 18.27 14.94 14.61 32.35 58.71 73.28 58.90 42.09 60.58 48.79 45.42 56.13 32.19 64.92 9.74 36.47 18.36 38.13 20.18 34.73 32.01 47.66 70.91 62.98 45.91 39.19 51.45 60.44 70.11 67.64 63.51 20.61 43.52 25.11 60.23 43.40 43.42 43.40 55.72 42.74
6.499 6.501 6.101 4.104 6.503 6.101 6.099 7.103 6.603 7.003 7.439 6.937 3.725 4.813 6.713 6.701 6.688 7.185 6.679 6.881 4.449 6.861 5.708 3.656 5.709 4.126 3.960 6.723 6.777 4.000 4.001 6.748 6.441 6.470 3.015 3.449 6.458 6.819 6.699 1.982 2.053 0.304 0.299 5.425 3.928 7.010 3.929 2.809 4.119 3.636 3.314 6.718 4.093 4.575 1.524 5.619 2.338 2.229 2.853 3.427 3.192 3.666 4.600 3.875 3.733 3.211 3.550 4.394 4.943 4.916 5.410 3.153 4.747 4.520 5.186 4.747 4.746 4.745 3.744 4.733
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557 J-559 J-560 J-561 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-61A J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647B J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
41.63 60.14 71.64 52.61 55.10 25.24 24.50 25.40 48.49 58.21 5.99 23.94 74.61 55.68 55.06 0.00 50.63 50.94 77.99 21.14 68.78 17.08 18.98 19.03 19.17 17.79 61.79 77.99 70.98 19.99 66.85 25.33 71.40 41.32 66.12 25.33 67.85 71.31 16.84 66.25 59.00 63.23 62.46 14.84 46.97 69.73 70.26 65.16 25.38 64.49 63.03 57.96 10.69 57.97 22.72 54.62 64.42 62.61 56.49 54.50 48.65 61.47 51.39 21.82 10.66 38.20 22.54 22.66 39.38 37.08 54.68 54.38 63.99 63.91 60.52 77.99 22.50 61.34 61.79 13.08
4.724 7.843 7.164 4.300 4.391 3.398 5.657 4.930 4.495 4.921 1.404 2.524 4.726 4.481 4.491 0.265 3.442 3.360 5.623 3.002 6.103 0.445 6.073 5.336 5.558 0.801 2.464 5.612 5.502 2.403 5.502 4.926 6.903 3.697 6.612 4.912 5.334 7.549 3.179 5.815 7.672 5.030 4.908 2.803 2.508 5.023 5.046 4.874 4.929 5.750 5.659 6.498 1.315 6.106 3.703 6.098 6.511 6.932 6.524 6.093 6.094 6.928 6.514 3.716 0.644 5.533 3.636 3.588 5.563 5.538 6.455 6.351 6.141 6.765 6.139 6.290 3.020 6.133 6.765 5.533
0.000 0.000 0.000 0.000 0.000 0.000 1.403 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.105 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.685 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.356 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.070 0.000 0.000 0.000 0.000
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J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
13.07 13.02 12.79 12.82 77.99 63.98 66.70 56.39 77.68 77.98 73.02 64.73 54.99 10.02 10.01 11.60 67.96 10.35 5.62 5.89 66.30 11.15 12.82 55.45 63.45 54.84 47.15 49.53 24.62 37.55 37.04 73.07 50.96 73.33 38.33 76.87 37.83 38.73 63.01 37.25 20.33 76.28 70.42 9.52 9.77 13.55 22.94 12.67 16.70 15.93 13.62 12.56 22.60 13.66 9.73 9.14 4.82 2.38 2.69 10.73 10.72 2.67 14.13 30.98 66.04 16.14 20.69 17.02 16.94 16.77 19.76 19.39 18.66 73.81 31.83 34.78 18.64 23.32 19.39 19.91
5.396 5.075 4.573 4.335 3.990 6.364 6.024 5.651 5.601 5.610 5.853 5.555 5.752 4.128 4.116 4.281 6.927 3.991 3.669 3.681 6.960 3.310 4.012 9.720 6.936 7.695 6.599 6.599 4.805 3.547 3.544 6.145 4.310 6.110 3.000 7.213 3.321 2.999 5.430 5.656 3.107 5.875 6.878 3.284 4.041 4.157 4.354 3.999 3.972 3.971 3.971 3.853 9.335 3.861 3.934 4.109 4.049 3.968 3.905 3.732 3.735 3.879 3.546 3.556 7.149 4.184 4.992 4.564 4.562 4.565 5.037 5.095 5.114 7.386 5.557 5.520 5.098 4.982 5.089 5.058
0.000 0.000 0.000 0.000 1.370 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.225 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-36 JCT-46 JCT-64
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
20.14 23.44 70.90 14.87 15.63 16.32 13.44 13.83 0.56 0.92 0.98 67.86 2.52 71.32 68.77 57.28 56.40 62.40 66.90 16.61 60.08 58.40 61.18 59.09 59.38 58.17 23.11 71.88 77.99 77.99 54.90 57.73 78.00 23.00 15.41 17.57 32.55 59.40 53.70 38.06 70.23 17.89 21.26 21.26 1.57 1.54 22.47 0.34 76.57 52.03
5.060 10.060 7.281 4.512 4.452 4.448 4.203 3.895 4.090 4.540 4.440 7.009 4.990 5.810 6.959 3.405 5.832 3.859 3.876 0.383 6.050 6.045 6.003 5.988 5.934 5.819 3.705 5.307 6.560 6.396 7.101 4.141 5.605 3.351 5.586 5.041 3.653 5.654 6.038 5.119 6.842 0.509 1.667 1.665 1.012 1.011 3.028 0.178 4.720 5.730
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.422 0.000 0.000
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************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 20.45 5.16 2 10:51 0.079 2.462 J-104 26.57 10.28 2 11:57 0.370 2.241 J-106 22.90 6.17 2 09:21 0.101 2.668 J-109 18.95 4.46 2 10:59 0.053 2.122 J-11 17.65 8.12 2 10:24 0.027 0.556 J-110 20.93 7.80 2 11:58 0.243 2.053 J-113 21.98 10.59 1 17:27 0.170 1.781 J-114 18.83 9.68 2 06:43 0.071 1.051 J-118 18.53 9.91 2 07:16 0.050 1.040 J-12 17.57 9.50 2 10:56 0.031 0.558 J-121 18.22 7.48 2 12:31 0.061 1.218 J-126 18.28 13.85 2 12:15 0.717 1.867 J-127 18.26 1.23 2 12:14 0.036 1.873 J-128 18.10 1.21 2 12:13 0.035 1.806 J-129 19.00 10.13 2 12:20 0.392 1.098 J-130 19.34 5.43 2 11:54 0.080 1.033 J-131 11.31 3.65 2 22:51 0.057 0.099 J-132 22.45 7.89 2 11:56 0.173 1.369 J-137 25.77 2.51 2 09:37 0.098 1.527 J-139 19.44 2.59 1 10:35 0.028 1.052 J-140 21.41 2.85 1 23:56 0.049 1.299 J-147 22.23 9.72 2 12:15 0.363 1.562 J-148 21.19 4.33 2 10:13 0.065 1.602 J-149 25.70 4.04 1 07:19 0.117 2.142 J-15 18.72 18.60 2 11:17 0.179 1.377 J-152 22.02 7.22 2 12:15 0.292 1.597 J-153 22.79 3.82 2 05:07 0.070 1.527 J-155 23.86 3.34 2 01:45 0.079 1.633 J-156 24.92 3.15 1 05:52 0.095 1.879 J-158 20.04 21.84 2 09:01 0.427 1.862 J-160 20.08 9.49 2 10:11 0.086 1.765 J-161 9.92 4.56 2 12:16 0.096 0.277 J-162 0.92 4.96 2 20:51 0.016 0.003 J-163 10.67 5.10 0 11:01 0.143 0.614 J-164 7.15 3.89 1 06:40 0.076 0.005 J-165 7.56 4.58 1 04:32 0.077 0.001 J-166 5.16 4.55 1 21:36 0.060 0.001 J-167 6.27 7.26 2 01:51 0.090 0.004 J-168 10.44 4.69 1 09:28 0.112 0.004 J-169 15.90 4.54 1 04:30 0.167 0.162 J-170 20.79 3.26 1 09:13 0.173 0.151 J-174 22.93 4.27 2 10:12 0.107 2.465 J-175 25.08 1.85 2 08:21 0.079 2.218 J-176 21.47 5.44 2 01:02 0.092 1.749 J-179 22.25 9.51 2 02:52 0.141 2.125 J-18 18.47 24.41 2 11:18 0.222 1.349 J-180 18.55 18.58 2 10:48 0.659 2.152 J-185 18.75 19.38 2 10:49 0.472 2.108 J-188 21.41 23.32 2 07:18 0.446 2.706 J-191 20.85 17.81 2 08:45 0.532 1.865 J-195 22.07 21.00 2 08:31 0.564 2.789 J-198 32.76 7.42 2 12:15 0.303 2.827 J-199 29.13 4.25 2 05:58 0.141 2.673 J-203 26.90 7.79 2 12:15 0.444 2.687 J-204 28.78 5.44 2 07:29 0.167 2.745 J-206 28.62 4.21 1 12:08 0.151 2.494 J-208 27.13 6.59 2 10:12 0.175 2.456 J-209 29.86 3.95 1 18:11 0.176 2.357 J-212 25.73 3.17 1 18:33 0.119 2.143 J-213 21.90 14.61 2 07:49 0.471 2.442 J-217 35.68 8.72 2 12:15 0.543 3.168 J-218 25.88 8.89 2 05:47 0.184 2.724 J-222 26.52 15.87 2 07:51 0.326 3.383 J-223 19.57 36.03 2 06:26 0.681 2.313 J-225 24.86 2.90 2 06:03 0.085 1.953 J-226 25.36 3.01 2 06:03 0.102 1.944 J-232 24.69 3.02 2 11:48 0.086 1.846 J-233 20.27 6.64 2 12:15 0.240 1.693 J-235 20.37 5.82 1 18:19 0.067 1.729
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 32 of 63
J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-271 J-275 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405
25.03 19.18 30.66 33.82 31.14 27.64 25.38 18.57 53.38 52.69 36.22 0.11 34.61 31.91 4.71 22.60 18.48 0.00 25.37 12.80 35.45 27.65 25.27 30.17 27.21 25.09 20.16 22.50 21.50 24.50 26.11 19.36 24.88 26.46 21.96 21.15 18.40 19.86 19.38 19.02 21.16 18.99 21.84 19.32 19.35 18.82 17.66 28.24 24.70 25.04 20.65 21.25 20.59 26.17 19.88 20.37 19.33 19.30 18.98 18.57 20.15 20.15 20.05 21.53 20.96 20.84 19.85 20.57 18.46 19.77 20.51 17.87 19.88 20.03 22.56 25.79 20.96 18.12 18.79 19.97
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
12.39 4.93 10.24 4.57 5.54 15.42 13.43 19.36 5.96 3.95 7.92 3.43 9.31 6.26 16.45 7.25 19.14 8.69 33.95 4.06 3.95 4.16 4.76 29.34 26.45 19.05 10.88 4.99 4.41 5.11 19.89 3.34 18.57 14.11 9.74 17.21 18.98 7.63 9.16 16.23 5.26 18.18 2.92 17.71 3.71 8.38 1.67 2.70 2.98 2.73 20.52 13.42 3.60 3.05 11.18 9.79 22.29 17.13 5.08 3.00 3.95 5.59 5.39 5.12 9.20 5.66 5.05 7.38 24.44 5.51 8.18 10.44 7.95 6.77 4.21 5.79 3.24 46.14 16.38 3.37
1 2 1 1 2 1 1 2 2 1 2 1 2 1 2 1 2 0 1 2 2 1 1 0 1 2 2 0 2 1 0 2 1 1 1 1 2 1 1 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 1 2 2 2 0 1 1 1 2 2 2 2 2 2
09:23 11:31 06:45 09:22 12:15 21:34 21:23 11:48 12:14 09:25 12:15 18:54 02:58 15:54 01:18 18:23 11:31 00:00 08:37 02:57 05:29 15:54 12:29 18:30 18:22 10:23 12:14 12:18 07:31 16:43 18:30 11:36 19:24 01:27 19:22 15:08 11:37 19:25 19:04 11:23 12:14 11:39 10:35 10:56 09:21 11:40 09:00 08:30 07:33 08:24 08:57 12:15 10:01 08:51 09:32 07:28 11:14 11:09 11:19 10:03 07:00 12:15 04:05 07:11 12:15 10:23 20:40 11:45 11:45 10:08 18:17 08:40 12:34 10:07 01:45 12:15 04:48 10:57 11:20 11:20
0.190 0.046 0.250 0.184 0.218 0.277 0.506 0.358 0.401 0.367 0.351 0.002 0.381 0.324 0.074 0.103 0.258 0.000 0.382 0.117 0.191 0.154 0.116 0.944 0.411 0.551 0.347 0.079 0.071 0.138 0.227 0.049 0.279 0.259 0.103 0.142 0.413 0.090 0.035 0.120 0.145 0.224 0.066 0.282 0.047 0.379 0.022 0.128 0.097 0.084 0.382 0.480 0.057 0.105 0.103 0.293 0.451 0.559 0.290 0.044 0.047 0.326 0.049 0.070 0.280 0.064 0.046 0.069 0.284 0.048 0.194 0.021 0.144 0.061 0.090 0.170 0.056 0.364 0.106 0.050
1.624 1.643 1.825 1.803 1.839 1.818 1.767 1.596 0.681 0.562 0.412 0.005 0.938 0.929 1.018 1.370 1.736 0.008 1.077 0.009 0.778 0.738 0.934 1.276 1.350 1.329 1.730 1.387 1.234 1.466 1.449 1.749 1.439 1.416 1.461 1.414 1.860 1.264 1.251 1.298 1.532 1.544 1.726 1.615 1.689 1.762 1.064 2.274 2.057 1.648 1.316 1.965 1.785 1.721 1.223 1.242 1.245 1.629 1.718 1.714 1.152 1.191 1.147 1.689 1.698 1.349 1.201 1.351 1.204 1.203 1.301 0.539 1.303 1.203 1.203 1.189 0.737 1.505 2.173 1.563
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 33 of 63
J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-559
20.28 19.40 18.93 18.86 19.97 18.35 18.89 18.72 22.60 20.13 18.32 18.10 21.05 21.16 18.23 18.47 21.96 30.23 25.98 18.54 19.72 26.87 39.09 31.08 18.02 6.04 21.13 13.10 18.34 21.93 18.70 21.45 39.83 48.04 46.98 44.34 27.08 26.18 33.58 3.58 24.53 12.27 20.53 10.95 16.18 9.46 8.08 8.23 13.28 11.89 10.37 16.53 17.67 25.29 7.23 41.83 19.20 18.75 19.60 20.79 19.70 20.53 18.88 21.24 21.47 21.54 19.06 35.90 20.31 54.70 23.58 21.76 43.16 36.88 3.57 7.27 10.67 3.15 4.74 6.12
2.95 4.21 5.45 4.22 5.52 22.37 5.00 12.04 20.85 8.86 13.30 14.34 3.47 3.51 12.37 24.03 20.12 6.31 5.78 5.15 5.31 10.62 8.46 6.08 25.01 27.20 58.27 27.02 17.14 10.32 8.65 10.00 12.81 30.16 26.87 29.95 170.80 16.05 13.98 47.97 118.08 73.92 76.14 46.97 34.47 29.01 15.19 9.78 24.57 16.09 16.08 16.02 6.79 14.67 14.56 9.91 20.87 6.39 28.94 11.06 7.19 8.45 12.86 32.14 8.95 7.26 1.98 7.02 8.89 66.55 66.84 18.68 8.49 7.57 31.22 22.03 13.38 16.26 16.39 15.74
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 0 0 0 0 0 2 2 0 3 3 3 3 2 0 2 0 1 0 0 0 2 1 2 1 2 1 1 2 1 2 0 0 2 2 2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 1 2 3 1 0 1 2
10:14 07:39 10:03 07:52 10:24 10:55 11:04 08:09 07:23 17:50 11:30 10:29 02:28 04:30 11:49 11:04 11:39 23:38 09:10 08:22 10:04 12:00 12:15 16:48 01:30 01:29 05:37 05:13 14:24 19:18 09:40 22:04 11:37 09:15 19:27 19:29 15:45 16:37 16:20 08:32 15:44 19:46 06:09 04:14 07:56 01:57 16:48 12:07 03:48 03:59 04:18 14:13 11:42 22:31 08:14 11:59 10:43 10:31 12:12 15:18 08:48 10:11 11:59 16:31 11:55 11:49 08:10 12:13 19:34 07:37 07:16 12:04 12:14 20:13 16:31 05:33 21:17 07:40 17:38 04:42
0.055 0.053 0.076 0.043 0.078 0.244 0.046 0.042 0.263 0.161 0.203 0.427 0.062 0.063 0.435 0.381 0.194 0.253 0.154 0.039 0.072 0.490 0.697 0.222 0.297 0.163 0.747 0.027 0.183 0.137 0.067 0.124 0.417 2.965 2.066 1.939 2.231 0.545 1.192 0.364 2.801 2.165 3.476 1.011 1.375 0.521 0.344 0.192 0.586 0.386 0.292 0.390 0.291 0.443 0.237 0.682 0.270 0.035 0.892 0.549 0.063 0.087 0.244 1.249 0.125 0.123 0.057 0.416 0.122 5.825 1.556 1.222 0.849 0.627 0.252 0.369 0.393 0.139 0.180 0.189
1.731 1.758 1.435 1.519 2.341 1.889 1.611 1.038 2.982 1.509 1.376 1.060 1.573 1.577 1.300 1.212 1.450 1.476 1.334 1.138 1.609 2.007 1.613 1.442 0.955 0.136 4.194 0.299 1.198 1.368 1.350 1.369 2.559 2.559 3.106 3.114 2.605 3.339 0.198 0.084 2.748 0.297 0.393 0.053 0.117 0.022 0.066 0.033 0.176 0.013 0.011 0.200 0.015 0.439 0.013 1.421 0.882 0.587 1.660 0.036 0.991 1.476 0.585 0.294 1.282 1.108 2.564 2.604 3.220 4.169 3.338 3.020 3.755 0.735 0.224 0.024 0.026 0.011 0.001 0.002
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 34 of 63
J-560 J-561 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728
9.61 0.00 18.13 18.84 16.20 0.49 16.70 17.71 17.75 17.71 0.00 1.08 0.23 4.96 21.81 8.71 8.27 18.01 21.63 3.01 3.80 5.17 17.35 22.54 12.49 12.47 0.69 2.25 8.38 6.75 8.12 22.03 14.27 14.95 26.35 20.16 18.79 20.14 20.73 20.16 25.47 21.23 23.18 20.56 26.79 17.63 20.71 19.85 18.44 20.43 20.80 25.94 25.93 21.34 21.36 24.16 18.55 24.43 21.71 12.68 9.43 7.65 6.24 6.32 1.03 11.84 20.64 16.56 1.43 0.08 5.15 11.57 14.31 9.77 9.73 6.51 19.71 4.83 5.06 5.26
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
11.89 53.44 19.15 9.27 35.57 8.44 8.89 9.26 16.30 34.89 34.88 3.92 1.15 4.02 22.47 3.30 26.46 4.78 48.13 20.57 1.94 19.08 10.61 5.08 4.60 5.38 5.78 5.49 5.83 6.47 6.09 13.15 4.05 3.79 3.13 9.27 23.26 6.24 8.48 8.56 2.93 8.20 6.45 4.05 4.52 15.13 9.49 9.16 23.15 9.53 9.18 15.48 9.57 10.10 5.38 9.30 20.16 8.71 3.76 6.59 2.64 2.59 3.83 9.53 1.51 4.34 7.47 3.86 3.53 4.11 4.06 4.26 3.33 5.63 6.79 5.15 5.98 3.55 14.33 11.34
1 0 2 2 3 2 2 3 2 3 0 1 2 2 2 2 2 0 2 2 1 2 2 2 0 1 1 1 2 2 1 2 1 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 1 2 1 1 2 1 2 0 2 2 2 2 3 2 2 0 2 1 0 2 0 1 2 2 2 2 2 2 2 2
16:03 00:00 11:48 08:08 05:25 12:17 12:17 05:43 12:35 05:42 00:00 20:33 10:17 08:10 08:38 08:19 19:12 22:23 08:42 05:57 20:34 09:53 09:01 08:41 19:45 10:17 21:29 21:44 09:24 09:30 21:17 09:06 06:41 08:13 09:49 11:41 11:32 01:11 12:15 12:15 07:07 09:47 14:42 08:53 12:14 11:49 10:14 11:06 11:00 07:51 19:36 12:15 16:40 08:32 11:40 07:57 11:15 23:01 09:45 12:14 20:55 23:04 00:00 20:11 11:47 23:36 09:59 13:09 20:41 06:31 21:55 03:30 12:15 12:15 12:15 22:32 06:52 22:37 21:06 21:04
0.322 0.001 0.129 0.081 1.144 0.009 0.041 0.054 0.117 0.361 0.000 0.017 0.001 0.069 0.399 0.084 0.302 0.271 0.604 0.100 0.020 0.285 0.051 0.129 0.153 0.169 0.020 0.025 0.127 0.094 0.110 0.509 0.127 0.133 0.092 0.102 0.486 0.059 0.290 0.236 0.103 0.268 0.154 0.059 0.216 0.561 0.096 0.265 0.154 0.096 0.163 0.639 0.440 0.138 0.112 0.216 0.502 0.317 0.072 0.129 0.047 0.021 0.034 0.062 0.001 0.202 0.114 0.245 0.023 0.001 0.053 0.121 0.116 0.155 0.184 0.084 0.058 0.011 0.021 0.093
0.020 0.023 0.952 0.753 0.335 0.013 0.276 0.331 0.801 0.434 0.012 0.002 0.003 0.002 3.265 0.003 0.747 0.482 3.084 0.434 0.788 0.879 0.461 3.114 0.430 0.458 0.003 0.008 0.323 0.146 0.274 3.046 0.650 0.559 1.898 1.606 1.303 1.538 1.511 1.572 1.624 1.743 1.994 1.568 1.944 1.156 1.473 1.436 1.388 1.193 1.438 1.355 1.351 1.091 1.465 1.339 1.420 1.433 1.465 1.133 0.326 0.075 0.173 0.085 0.051 0.004 1.124 0.001 0.001 0.000 0.003 0.005 0.102 0.878 0.866 0.631 1.567 0.331 0.419 0.431
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 35 of 63
J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888
20.62 9.13 10.69 52.88 20.77 28.72 21.61 23.06 21.32 22.11 21.02 32.91 21.26 32.57 28.74 33.30 32.92 21.51 10.18 21.20 18.23 21.93 21.30 8.97 5.34 3.71 21.07 2.45 2.99 2.64 2.45 0.19 0.12 1.64 2.17 1.78 1.37 1.18 7.11 7.66 1.09 1.02 2.98 20.35 11.14 12.11 11.79 10.75 12.13 12.52 12.99 12.47 20.21 13.51 14.33 13.53 19.80 13.39 12.98 8.51 0.00 20.38 8.83 9.02 1.48 0.40 0.45 0.00 0.00 0.00 21.88 0.01 2.03 21.10 29.37 0.45 28.94 25.30 6.66 21.87
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.87 32.00 25.49 9.99 5.09 3.11 6.60 7.51 19.56 35.05 26.33 8.11 27.92 11.63 58.23 6.76 22.47 60.80 8.20 12.88 8.25 18.36 6.49 12.66 4.35 3.08 21.85 8.81 4.40 5.74 5.52 2.95 1.84 1.35 3.15 0.91 1.65 3.02 3.17 5.32 3.12 5.80 15.99 9.35 8.09 7.29 4.60 12.10 10.03 4.94 6.59 4.53 10.24 6.59 7.38 6.63 19.93 4.43 4.42 4.33 15.44 6.47 4.94 8.88 5.53 5.80 6.95 0.87 0.53 0.26 3.80 0.60 6.58 5.02 10.86 11.24 9.42 11.75 29.87 8.12
2 0 2 1 2 2 2 2 2 2 1 2 2 1 0 0 0 2 1 2 2 1 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 1 2 1 2 0 3 2 3 2 2
05:07 20:57 11:52 05:23 12:15 10:22 10:22 08:08 09:53 08:52 09:22 07:45 07:14 11:03 09:17 06:50 09:33 08:04 09:45 08:12 12:28 10:13 08:52 11:58 11:52 14:11 08:11 06:11 06:11 01:26 05:05 02:01 12:03 11:57 12:05 21:49 21:49 11:40 12:05 14:07 11:53 19:20 16:56 12:15 21:19 23:09 22:39 21:55 21:55 06:34 12:15 08:30 08:22 12:15 12:15 06:18 09:34 12:15 10:22 12:15 02:31 07:17 22:06 12:15 00:28 12:02 11:49 12:01 12:04 12:02 21:54 12:03 18:25 11:29 14:33 01:41 17:32 05:59 12:16 09:39
0.063 0.150 0.142 1.077 0.149 0.163 0.184 0.229 0.604 0.349 0.176 0.371 0.442 0.530 0.987 0.225 1.828 0.269 0.198 0.110 0.046 0.637 0.118 0.122 0.023 0.014 0.355 0.006 0.021 0.011 0.014 0.001 0.000 0.002 0.034 0.004 0.003 0.002 0.007 0.011 0.003 0.020 0.092 0.263 0.068 0.065 0.048 0.092 0.100 0.033 0.165 0.029 0.095 0.160 0.198 0.029 0.386 0.132 0.110 0.088 0.000 0.089 0.044 0.206 0.022 0.012 0.011 0.000 0.000 0.000 0.093 0.000 0.048 0.085 0.543 0.029 0.562 0.441 0.250 0.084
1.600 0.460 1.052 6.110 1.576 2.838 2.506 3.098 3.116 2.353 2.350 2.289 1.295 2.168 2.238 2.256 2.380 2.237 1.030 2.199 1.865 1.015 1.078 0.434 0.391 0.307 2.404 0.149 0.112 0.121 0.121 0.003 0.001 0.084 0.259 0.199 0.118 0.055 0.072 0.085 0.029 0.006 0.016 1.789 0.344 0.452 0.424 0.372 0.625 0.597 0.755 0.574 1.926 0.717 0.780 0.558 1.922 0.599 0.518 0.320 0.000 1.921 0.372 0.512 0.008 0.003 0.005 0.000 0.000 0.000 2.109 0.000 0.000 2.059 0.645 0.002 0.299 0.316 0.323 2.211
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 36 of 63
J-889 J-891 J-892 J-894 J-896 J-899 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-46 JCT-64
22.50 22.21 21.75 23.94 24.24 20.76 22.28 0.06 0.79 0.05 4.56 0.00 20.68 8.19 8.17 11.79 56.27 19.04 26.44 21.62 0.40 4.75 4.32 0.09 0.01 23.30 31.19 26.85
5.71 5.06 4.93 4.99 5.14 20.77 24.89 3.08 4.05 7.53 8.49 28.01 23.51 10.03 12.31 15.34 55.11 5.79 12.39 4.10 22.64 48.60 50.75 47.41 38.95 29.93 54.67 10.76
2 2 2 2 2 2 2 0 0 0 0 0 2 2 2 0 1 2 2 0 3 2 3 2 2 2 0 1
09:37 09:33 10:04 08:10 07:59 09:38 01:13 00:00 00:00 23:03 08:57 00:00 08:42 19:34 21:05 21:40 00:06 11:14 06:59 16:10 01:41 17:33 04:13 13:25 13:42 11:16 00:00 15:27
0.083 0.063 0.081 0.078 0.113 0.496 0.797 0.000 0.018 0.003 0.103 0.000 0.917 0.237 0.278 0.483 7.943 0.051 0.289 0.091 0.055 0.104 0.209 0.028 0.005 0.161 3.291 0.192
2.129 2.043 1.924 2.213 2.230 2.045 1.279 0.000 0.036 0.001 0.001 0.005 1.708 0.006 0.041 0.053 4.194 1.478 3.559 2.442 0.009 1.017 1.015 0.002 0.001 3.468 1.160 1.670
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.143 30.74 0.0 0.0 2.839 76 2 12:21 16.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 37 of 63
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 99.99 3.34 13.02 7.145 J-263 76.78 1.60 6.16 2.968 J-279 40.09 2.61 4.36 2.471 J-33A 56.67 1.34 2.82 1.891 J-386 29.86 1.51 1.70 1.114 J-442 100.00 5.37 14.31 11.956 J-561A 100.00 9.11 65.98 19.547 J-567A 22.20 2.72 2.82 1.525 J-582 97.70 1.30 5.55 3.054 J-605 99.51 1.39 7.05 2.854 J-671 99.91 2.64 7.57 5.884 J-694 98.44 0.27 9.20 0.593 J-703 99.99 2.67 11.93 5.581 J-909 97.48 0.30 7.18 0.661 J-911 97.88 0.60 10.36 1.347 J-913 86.99 0.00 11.11 0.005 J-919 99.45 1.19 13.55 2.432 J-920A 100.00 8.08 60.37 16.713 J-963A 81.13 0.21 8.11 0.386 J575A 96.53 1.31 61.46 2.898 OFALL-10 57.60 2.69 4.62 3.676 OFALL-12 36.98 1.96 2.84 1.816 OFALL-14 63.37 0.86 1.41 1.248 OFALL-16 83.99 2.07 3.85 3.898 OFALL-18 39.59 1.46 2.06 1.427 OFALL-20 52.07 0.90 1.44 1.119 OFALL-22 22.00 1.84 1.95 1.004 OFALL-24 15.36 1.52 1.90 0.536 OFALL-26 63.77 1.53 2.27 2.220 OFALL-28 29.30 3.29 3.79 2.444 OFALL-30 80.22 1.11 1.90 1.974 OFALL-32 53.83 1.28 2.27 1.647 OFALL-34 30.49 0.55 0.63 0.420 OFALL-36 40.21 0.92 1.21 0.891 OFALL-38 96.75 0.41 1.28 0.888 OFALL-40 97.70 0.86 1.28 1.723 OFALL-42 94.99 0.86 1.28 1.727 OFALL-44 100.00 3.15 3.30 6.641 OFALL-46 56.24 0.74 1.90 0.913 OFALL-48 65.02 0.87 2.84 1.221 OFALL-50 82.10 0.50 1.28 0.877 OFALL-52 78.35 1.21 1.28 1.960 OFALL-54 83.83 0.97 2.84 1.686 OFALL-66 93.64 2.57 3.79 5.184 WELL-2E 46.76 6.18 55.58 6.380 WELL-3 94.93 0.85 4.88 1.786 WELL-4 95.02 2.45 13.54 5.192 WELL-W-ENID-DR 94.67 2.99 3.79 5.902 ----------------------------------------------------------System 73.53 94.17 267.90 157.426
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 38 of 63
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.88 0 00:01 4.87 0 00:01 1.01 5.73 0 00:01 1.00 0 00:01 0.42 C-WELL4E CONDUIT 13.54 0 00:01 13.27 0 00:01 0.39 5.57 0 00:01 1.00 2 12:00 0.94 CDT-101 CONDUIT 23.96 2 07:17 22.65 2 07:18 4.69 3.39 2 07:17 1.00 2 05:25 3.00 CDT-103 CONDUIT 19.95 2 08:45 14.78 2 09:08 3.91 2.82 2 08:45 1.00 2 05:26 3.00 CDT-105 CONDUIT 21.00 2 08:57 15.42 2 08:53 4.11 2.97 2 08:57 1.00 2 05:39 3.00 CDT-107 CONDUIT 17.92 2 09:20 10.79 2 09:12 3.51 2.54 2 09:20 1.00 2 04:42 3.00 CDT-109 CONDUIT 19.44 1 22:58 13.18 0 11:27 3.80 2.75 1 22:58 1.00 0 06:07 3.00 CDT-11 CONDUIT 3.84 2 11:16 3.55 3 02:33 1.39 4.30 2 11:16 1.00 0 06:04 1.06 CDT-111 CONDUIT 23.92 2 07:14 13.31 2 06:51 4.68 3.38 2 07:14 1.00 0 06:05 3.00 CDT-113 CONDUIT 15.79 2 08:28 8.77 2 09:55 3.09 2.23 2 08:28 1.00 2 06:29 3.00 CDT-115 CONDUIT 24.13 2 08:31 15.16 2 08:54 2.19 1.92 2 08:31 1.00 1 14:17 4.00 CDT-121 CONDUIT 55.58 0 00:00 23.44 2 12:05 0.14 9.19 0 00:00 1.00 0 00:00 1.72 CDT-123 CONDUIT 20.65 2 07:36 12.47 2 11:52 4.04 8.84 0 06:38 1.00 0 10:13 3.00 CDT-125 CONDUIT 20.77 2 10:33 15.39 2 08:45 1.89 1.65 2 10:33 1.00 0 12:22 4.00 CDT-171 CONDUIT 16.99 1 11:37 14.77 0 19:23 0.17 2.15 0 00:28 1.00 0 06:24 4.00 CDT-173 CONDUIT 11.39 2 09:30 10.73 2 09:30 0.73 7.74 0 08:40 0.97 2 12:19 4.00 CDT-175 CONDUIT 5.68 2 17:58 4.32 2 17:55 0.37 5.26 0 22:16 0.97 2 12:18 4.00 CDT-177 CONDUIT 10.26 1 06:39 9.21 2 12:17 0.66 0.90 1 06:39 1.00 0 20:41 4.00 CDT-179 CONDUIT 12.76 2 09:53 9.17 2 12:17 0.82 1.02 2 09:53 1.00 0 20:42 4.00 CDT-181 CONDUIT 35.21 2 13:51 25.20 2 13:03 2.26 2.80 2 13:51 1.00 0 07:45 4.00 CDT-183 CONDUIT 27.56 2 19:12 16.77 2 09:43 1.77 2.19 2 19:12 1.00 0 07:02 4.00 CDT-185 CONDUIT 36.78 2 13:52 32.36 2 13:52 2.36 2.93 2 13:52 1.00 0 07:45 4.00 CDT-187 CONDUIT 16.68 2 06:12 11.20 2 05:57 1.07 1.33 2 06:12 1.00 0 06:40 4.00 CDT-189 CONDUIT 16.68 2 06:12 11.20 2 05:57 1.07 1.33 2 06:12 1.00 0 06:40 4.00 CDT-191 CONDUIT 12.76 2 09:53 5.42 0 18:31 0.82 1.02 2 09:53 1.00 0 20:42 4.00 CDT-193 CONDUIT 30.40 2 07:52 16.66 2 08:08 1.95 2.42 2 07:52 1.00 1 09:34 4.00 CDT-195 CONDUIT 6.79 2 11:16 3.85 2 11:17 0.44 3.03 0 00:01 1.00 0 05:17 3.99 CDT-197 CONDUIT 23.74 2 11:00 16.66 2 11:02 1.53 1.89 2 11:00 1.00 2 06:54 4.00 CDT-199 CONDUIT 23.05 2 11:34 11.56 2 10:14 1.48 1.83 2 11:34 1.00 2 08:06 4.00 CDT-201 CONDUIT 19.55 2 11:48 13.97 2 11:19 1.26 1.56 2 11:48 1.00 2 08:00 4.00 CDT-205 CONDUIT 8.29 2 11:07 7.68 2 11:24 0.01 0.82 2 10:49 1.00 2 14:27 4.00 CDT-207 CONDUIT 24.50 2 10:20 23.49 2 10:20 1.57 1.95 2 10:20 1.00 2 07:42 4.00 CDT-209 CONDUIT 19.86 3 05:42 12.79 3 05:29 1.28 1.58 3 05:42 1.00 0 15:47 4.00 CDT-211 CONDUIT 17.43 3 05:42 13.08 3 05:29 1.12 1.39 3 05:42 1.00 0 15:47 4.00 CDT-213 CONDUIT 22.68 0 21:17 18.35 0 21:18 1.46 1.81 0 21:17 1.00 0 13:14 4.00 CDT-215 CONDUIT 8.95 2 10:50 7.64 2 10:51 0.01 0.91 2 04:33 1.00 2 12:22 4.00 CDT-217 CONDUIT 7.37 2 11:41 5.32 2 11:28 0.01 0.72 2 11:41 1.00 2 14:59 4.00 CDT-219 CONDUIT 8.02 2 11:40 7.45 2 11:41 0.01 0.77 2 11:40 1.00 2 13:15 4.00 CDT-221 CONDUIT 17.95 2 10:39 14.46 2 11:24 1.15 1.43 2 10:39 1.00 2 07:03 4.00 CDT-223 CONDUIT 23.89 2 11:31 16.38 2 11:31 1.54 1.90 2 11:31 1.00 2 08:06 4.00 CDT-225 CONDUIT 19.81 2 11:01 18.49 2 11:20 1.27 1.58 2 11:01 1.00 2 06:57 4.00 CDT-227 CONDUIT 18.39 2 11:23 7.96 2 11:30 1.18 1.46 2 11:23 1.00 2 07:59 4.00 CDT-229 CONDUIT 21.56 2 10:57 14.88 2 10:03 1.39 1.72 2 10:57 1.00 2 06:54 4.00 CDT-231 CONDUIT 21.92 2 10:57 14.32 2 10:03 1.41 1.74 2 10:57 1.00 2 06:54 4.00 2 06:51 4.00 CDT-233 CONDUIT 17.12 2 06:58 9.64 1 18:48 1.10 1.50 1 11:51 1.00 CDT-235 CONDUIT 12.15 3 05:37 11.59 3 05:50 0.01 0.99 3 05:37 1.00 2 14:29 4.00 CDT-237 CONDUIT 10.98 3 05:37 10.20 3 05:49 0.01 0.90 3 05:37 1.00 2 14:29 4.00 CDT-239 CONDUIT 23.19 2 08:38 21.40 2 08:06 1.49 1.85 2 08:38 1.00 2 04:34 4.00 CDT-241 CONDUIT 21.56 2 10:57 14.88 2 10:03 1.39 1.72 2 10:57 1.00 2 06:54 4.00 CDT-243 CONDUIT 8.42 2 12:04 7.55 2 12:01 0.01 0.90 2 09:37 1.00 2 14:27 4.00 CDT-245 CONDUIT 7.60 2 11:53 7.42 2 11:57 0.01 0.89 2 08:49 1.00 2 13:28 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 39 of 62
CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
22.42 23.55 22.36 22.47 23.28 23.28 28.76 32.61 23.68 23.02 23.02 14.83 14.44 26.93 22.01 24.60 6.01 7.85 22.36 17.80 16.29 26.16 32.97 17.69 26.10 26.10 13.08 12.50 74.99 30.19 30.07 7.50 22.69 19.85 20.63 15.14 8.11 65.98 61.46 60.37 13.73 10.18 3.50 7.29 4.13 7.49 4.46 9.90 13.02 13.08 9.89 9.37 9.45 4.36 4.74 4.07 6.18 3.96 6.16 5.51
2 2 2 2 2 2 2 3 2 2 2 2 2 0 2 2 0 2 2 2 2 2 0 2 0 2 2 1 2 0 2 3 2 2 2 2 0 0 0 0 2 2 1 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2
11:32 09:38 10:10 11:37 08:42 08:42 09:59 05:39 10:43 01:09 01:09 11:52 11:32 09:03 08:21 10:55 09:03 10:56 07:44 11:20 11:30 11:45 09:15 11:04 12:20 08:42 11:39 15:27 07:37 19:33 12:14 01:28 05:50 07:14 08:37 07:49 00:00 00:00 00:00 00:00 12:15 12:12 09:13 02:43 11:57 00:28 11:54 12:04 12:15 11:06 07:36 09:01 12:27 12:26 11:01 09:31 11:01 10:16 08:52 12:01
14.07 11.50 14.88 7.64 13.42 13.42 15.38 13.61 13.56 18.32 18.32 12.27 8.48 15.54 17.41 13.21 4.56 7.67 15.34 15.48 3.92 11.36 20.07 12.17 20.86 15.38 11.24 8.86 46.15 29.87 21.68 6.02 19.12 15.18 8.93 8.48 4.04 24.47 19.90 13.10 13.73 10.02 2.80 6.46 4.10 6.64 4.10 9.74 13.02 7.36 7.42 6.43 9.44 4.35 3.94 3.23 4.75 3.70 5.83 4.65
2 2 2 2 2 2 2 2 2 0 0 2 2 0 2 2 0 2 2 2 2 2 0 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 0 2 2 0 3 2 3 2 2 2 2 0 2 2 2 2 2 2 2 2 2
09:55 08:54 10:24 11:20 07:50 07:50 08:48 08:04 10:23 22:13 22:13 11:59 11:31 20:24 08:22 10:55 09:12 10:56 09:10 11:18 12:18 11:33 09:15 10:27 18:35 08:59 10:43 18:25 02:27 09:49 12:35 20:13 05:52 08:32 10:47 07:44 12:20 12:16 13:39 08:39 12:15 12:12 08:12 01:45 12:52 01:45 12:52 12:15 12:15 11:37 11:51 06:55 12:27 12:26 11:13 12:48 11:35 12:15 12:16 12:05
1.44 1.51 1.44 1.44 1.50 1.50 1.85 2.10 1.52 1.48 1.48 0.95 0.93 1.73 1.41 1.58 0.01 0.01 1.44 1.14 1.05 1.68 2.12 1.14 1.68 1.68 5.34 18.71 4.82 1.11 2.35 1.47 4.44 3.88 4.04 2.96 23.33 20.28 18.89 18.55 1.93 11.44 19.73 28.10 22.11 37.35 34.27 19.57 2.23 7.41 15.79 12.22 80.19 17.60 15.72 15.22 13.06 7.60 14.54 19.54
1.78 1.87 1.78 1.79 1.85 1.85 2.29 2.60 1.88 2.05 2.05 1.29 1.15 2.14 1.75 5.49 0.80 0.79 1.78 1.42 1.30 2.08 2.62 1.41 2.70 2.08 4.16 4.00 5.97 4.27 23.56 1.06 3.71 2.81 2.92 2.14 8.07 14.66 13.80 13.47 4.37 2.25 2.51 5.23 3.63 5.37 8.18 5.60 6.47 4.16 4.92 4.66 8.41 2.17 4.19 2.02 3.07 1.58 5.45 2.74
2 2 2 2 2 2 2 3 2 1 1 2 2 0 2 0 0 2 2 2 2 2 0 2 0 2 2 1 2 0 2 3 0 2 2 2 0 0 0 0 2 2 1 3 0 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2
11:32 09:38 10:10 11:37 08:42 08:42 09:59 05:39 10:43 06:13 06:13 11:52 11:32 09:03 08:21 03:47 09:03 10:56 07:44 11:20 11:30 11:45 09:15 11:04 01:05 08:42 11:39 15:27 07:37 19:33 12:36 01:28 11:44 07:14 08:37 07:49 00:00 00:00 00:00 00:00 12:15 12:12 09:13 02:43 00:02 00:28 11:54 12:04 12:15 11:06 07:36 09:01 12:27 12:26 11:01 09:31 11:01 06:34 08:52 12:01
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 0 0 2 2 0 2 2 2 2 2 2 2 2 0 2 0 2 0 0 0 0 2 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:56 06:49 06:58 08:10 04:33 04:33 06:51 06:23 07:24 16:37 16:37 11:52 09:05 08:20 06:30 08:49 13:02 12:33 06:51 08:35 08:40 08:12 06:13 08:50 06:23 06:52 05:09 12:50 06:17 06:04 12:21 11:40 00:45 05:16 05:17 01:18 00:00 00:00 00:00 00:00 06:25 07:33 00:04 00:02 00:04 00:02 00:01 00:01 00:01 07:42 01:22 01:22 06:13 01:22 06:15 06:27 06:27 06:54 06:29 07:03
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 3.92 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 0.94 0.94 0.94 0.78 2.40 1.33 1.33 1.27 1.19 0.33 1.44 0.63 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00 1.20 1.60
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U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.02 3.89 4.23 3.37 3.93 4.16 4.51 6.33 3.54 5.64 3.91 3.82 2.76 3.01 2.45 17.30 2.37 3.59 4.25 10.98 4.97 8.97 20.29 11.31 6.97 7.86 8.25 7.00 19.56 19.97 3.13 15.46 23.36 31.18 13.18 6.64 8.81 4.62 5.25 4.86 4.65 4.36 3.15 27.78 13.94 6.11 4.83 17.54 10.54 6.78 10.48 11.01 6.86 7.40 4.24 3.30 3.03 4.57 3.72 2.93
2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 1 1 1 1 1 0 1 2 1 1 0 0 1 0 1 1 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 1 1 2 2 1 1
12:19 09:53 12:29 15:29 11:56 12:26 07:11 07:29 06:07 10:12 11:43 12:37 01:33 10:15 02:08 11:17 05:54 06:47 07:06 19:25 11:31 04:33 23:29 23:32 06:45 22:05 07:48 07:18 18:30 08:04 11:17 01:06 18:22 23:01 17:55 22:09 17:55 19:18 07:15 23:26 02:58 23:27 08:59 08:27 18:23 01:06 20:54 21:34 13:06 19:17 06:45 19:17 15:55 13:06 15:55 22:06 05:56 09:27 22:52 19:18
3.02 2.76 2.62 3.27 3.52 4.16 3.68 4.33 2.86 4.32 3.28 3.82 2.45 2.51 2.26 10.82 1.92 3.31 3.90 7.05 3.48 7.29 15.54 11.20 6.46 6.71 6.73 6.50 18.10 10.18 2.76 10.40 22.92 26.96 11.85 5.60 7.89 3.72 4.90 4.19 4.41 4.28 2.72 22.79 9.99 4.00 3.62 13.51 8.83 6.00 9.02 10.21 6.31 4.06 3.83 2.38 2.39 3.61 2.72 2.40
2 1 1 2 2 2 1 2 2 2 2 2 0 2 1 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 2 1 2 1 0 1 1 1 1 2 2 2 2 1 1 1 2 1 1 2 1 2 1 2 1 2 1 2 2 1
12:19 22:52 18:54 04:18 11:56 12:27 15:58 08:42 01:00 10:13 11:56 12:37 15:59 09:54 12:35 11:20 04:46 07:07 07:07 16:28 11:34 13:26 19:23 23:34 02:42 19:18 19:18 08:28 04:41 07:47 11:18 01:27 01:18 07:59 13:33 13:03 01:02 05:08 21:34 13:39 23:27 23:27 09:41 03:51 12:28 00:39 07:33 21:34 15:27 02:58 13:42 02:58 08:29 11:47 20:32 05:56 19:01 10:27 00:53 19:19
22.93 25.01 27.88 27.49 1.31 31.59 19.43 14.18 24.95 20.48 14.23 17.72 25.71 20.26 19.53 0.24 19.31 28.61 28.17 25.24 14.60 35.74 46.07 67.18 47.15 22.71 27.35 48.29 23.26 26.85 22.45 35.87 33.12 33.00 51.94 18.89 45.74 20.94 20.18 33.62 22.26 0.08 16.94 48.48 28.88 28.12 36.30 12.52 1.34 56.45 24.59 45.78 54.86 8.09 33.70 20.98 18.34 8.93 13.20 34.97
2.67 3.44 3.74 2.98 3.48 3.68 3.98 5.60 3.13 4.99 1.94 2.16 2.92 2.66 2.17 2.45 2.10 3.18 3.76 5.53 4.39 4.62 10.09 10.00 6.17 6.95 7.29 6.19 9.73 9.93 2.77 7.69 7.44 9.93 11.66 5.87 7.79 4.08 4.64 4.30 3.79 1.79 2.79 8.84 12.32 5.40 4.27 5.59 5.24 5.99 3.34 5.47 6.06 3.68 3.75 2.92 2.68 4.04 3.29 3.73
2 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 1 1 1 1 1 0 1 2 1 1 0 0 1 0 1 1 2 2 2 2 1 1 1 1 1 1 1 1 1 1 0 1 1 2 2 1 1
12:19 09:53 12:29 15:29 11:56 12:26 07:11 07:29 06:07 10:12 11:43 12:37 01:33 10:15 02:08 11:17 05:54 06:47 07:06 19:25 11:31 04:33 23:29 23:32 06:45 22:05 07:48 07:18 18:30 08:04 11:17 01:06 18:22 23:01 17:55 22:09 17:55 19:18 07:15 23:26 02:58 23:27 08:59 08:27 18:23 01:06 20:54 21:34 13:06 19:17 06:45 19:17 15:55 13:06 15:55 22:06 05:56 09:27 22:52 19:18
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.73 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:29 12:29 12:29 12:30 07:17 12:29 12:29 12:29 12:29 12:29 08:42 12:52 11:32 12:38 12:38 06:03 12:38 12:38 12:38 13:09 08:06 13:09 13:30 12:28 12:20 12:15 12:15 12:15 12:18 12:18 08:07 12:15 12:22 12:22 12:12 12:12 12:12 12:12 12:12 12:12 12:13 23:32 08:10 12:05 09:34 12:13 12:13 12:45 12:24 12:12 12:50 12:40 12:27 12:51 12:29 12:27 12:27 08:09 12:27 11:32
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.00
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 41 of 62
U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
8.54 22.74 11.59 3.56 4.50 3.49 6.16 6.16 3.04 2.90 3.37 3.04 4.47 2.41 3.67 2.75 2.39 2.63 2.89 3.05 3.37 6.28 4.56 7.85 5.96 6.60 6.11 2.24 2.67 4.73 4.21 2.98 4.72 5.73 4.47 5.07 5.72 6.03 7.91 17.21 14.94 5.82 8.07 2.36 12.16 3.95 4.26 8.03 3.56 5.40 2.84 4.62 2.01 5.22 5.08 3.61 6.82 3.52 12.05 2.44
2 0 1 2 1 2 2 2 2 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 1 2 1 1 1 1 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2
09:37 11:50 15:54 11:49 15:54 10:50 15:44 15:44 13:55 10:51 11:54 13:55 11:42 11:35 11:36 08:24 07:31 12:56 11:36 08:11 09:23 08:34 08:08 07:39 08:11 04:40 07:19 08:10 08:32 08:11 08:15 08:11 11:54 08:16 20:40 08:30 09:10 09:19 02:10 23:06 20:01 14:59 02:05 09:20 22:38 07:27 17:51 11:02 07:21 10:13 07:01 10:15 06:55 09:16 11:02 02:53 02:52 11:41 11:14 09:20
5.84 19.81 6.18 3.26 4.46 3.04 6.15 6.15 3.04 2.50 2.48 3.04 2.72 2.01 2.94 2.38 2.26 2.63 2.45 2.47 2.68 4.58 3.58 4.05 4.49 5.08 3.33 1.89 1.98 2.97 3.78 2.69 3.18 4.43 3.50 3.34 5.14 5.83 7.89 15.16 13.07 4.96 5.57 2.19 11.46 2.92 3.10 5.26 3.36 4.35 2.29 3.80 1.36 4.32 3.50 3.26 5.84 3.12 9.06 2.02
0 0 2 2 1 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 1 1 2 2 1 1 2 1 1 0 1 1 1 2 2 2 1 2 1 2 2 2 2 2 1 2 2 2 2 2 2 3
11:32 11:48 02:58 11:50 19:18 13:56 14:48 14:48 13:56 10:51 17:19 13:55 11:18 11:42 11:43 08:57 13:22 12:56 12:12 09:21 12:27 19:52 08:01 08:58 06:57 07:36 10:45 08:56 12:54 23:15 08:15 09:26 20:36 02:46 07:57 01:11 14:59 23:10 08:10 22:39 17:51 08:23 07:48 07:07 20:20 08:19 05:40 10:55 08:32 09:11 07:07 09:11 07:57 09:29 10:44 02:54 02:53 11:44 10:53 02:53
19.58 9.66 41.18 26.38 62.02 5.59 21.00 0.81 0.27 19.93 19.70 20.82 13.73 17.70 19.04 27.94 21.12 23.06 20.34 20.05 21.47 17.95 32.91 23.21 18.97 19.78 15.64 46.05 20.56 19.28 29.19 26.05 27.45 24.01 15.67 17.69 21.96 22.44 18.55 0.88 1.42 18.70 0.34 22.09 45.02 36.38 1.71 20.62 33.77 19.09 25.04 35.45 15.78 16.87 14.84 12.64 21.82 31.11 3.87 23.61
8.14 7.03 10.49 3.15 5.73 5.24 8.60 7.85 3.78 2.57 2.98 2.69 3.95 2.13 3.24 2.44 2.11 2.32 2.55 2.70 2.98 5.56 4.03 6.94 5.27 5.83 5.40 4.45 2.36 4.18 3.73 2.91 4.18 5.07 2.23 2.52 3.38 3.72 3.85 5.48 7.43 2.90 2.58 2.09 6.05 3.49 3.77 7.10 3.15 2.68 2.51 3.77 1.78 4.62 2.53 1.80 6.03 3.11 1.16 2.16
1 0 1 2 1 1 1 2 2 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 0 0 2 1 1 1 1 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 0 2
08:00 11:50 15:54 11:49 15:54 04:16 15:03 15:44 08:12 10:51 11:54 13:55 11:42 11:35 11:36 08:24 07:31 12:56 11:36 08:11 09:23 08:34 08:08 07:39 08:11 04:40 07:19 08:10 08:32 08:11 08:15 09:28 11:54 08:16 20:40 08:30 19:42 23:10 00:14 23:06 20:01 14:59 02:05 09:20 22:38 07:27 17:51 11:02 07:21 10:13 07:01 10:15 06:55 09:16 11:02 02:53 02:52 11:41 07:05 09:20
1.00 1.00 1.00 1.00 1.00 0.76 1.00 1.00 0.93 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 2 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:24 13:19 12:12 08:09 12:11 14:44 08:01 21:45 14:12 11:44 11:44 11:44 08:06 08:06 08:08 05:19 05:18 05:18 08:08 05:17 05:17 05:17 05:17 05:17 05:18 05:17 05:18 04:34 05:17 05:17 05:18 05:47 05:38 05:38 07:39 12:07 12:34 12:07 07:29 05:42 05:41 04:51 05:28 08:19 04:02 04:16 05:16 05:15 05:23 06:02 08:24 05:24 01:32 01:32 06:34 06:34 04:14 07:24 12:28 05:17
1.20 2.40 1.20 1.20 1.00 1.50 1.00 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20 4.00 1.20
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 42 of 62
U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.21 2.55 3.59 3.84 3.62 13.74 3.55 3.86 6.44 5.71 6.21 4.16 6.49 3.98 3.60 10.65 6.42 2.96 4.62 2.90 21.65 5.29 7.01 6.82 4.42 7.69 3.49 5.94 2.28 27.09 12.02 14.31 7.39 7.49 6.79 8.65 10.02 9.50 7.48 13.75 18.76 11.91 10.76 16.06 19.88 19.48 19.55 23.36 14.61 30.85 23.39 27.68 45.67 70.94 52.37 146.22 17.89 18.21 19.02 52.39
2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 2 2 2 0 0 0 1 0 1 0 1 2 3 3 3 2 2 2 2 2 2 2 2 2 3 2 1 1 1 0 1 2 2 0 0 1 1 2 2 1 0 0 2
09:02 09:57 08:33 12:30 12:28 09:06 10:48 10:56 09:06 10:11 10:11 07:34 07:42 08:10 00:49 11:31 22:02 00:15 10:21 11:47 11:40 07:42 23:39 01:29 10:04 07:04 08:22 17:35 11:12 01:30 01:41 03:00 10:31 08:48 10:11 11:44 12:00 11:44 11:43 11:16 16:32 05:27 18:29 11:34 14:13 06:03 12:42 07:12 14:10 02:55 14:57 10:02 12:36 20:15 09:51 15:45 15:47 23:53 06:19 15:44
4.65 2.12 3.35 3.84 3.62 11.16 2.78 3.11 3.50 5.32 3.44 2.94 4.73 3.13 2.63 9.61 6.40 2.51 3.09 2.46 21.22 4.43 4.86 4.43 3.19 6.45 3.19 4.52 2.23 26.46 12.00 14.31 4.92 6.39 5.54 6.96 8.85 6.95 6.96 10.47 14.52 11.71 10.17 13.69 17.81 13.72 12.81 18.80 13.62 25.88 22.37 25.09 42.18 69.44 48.34 115.75 17.74 17.78 16.89 48.80
2 2 2 2 2 2 2 2 2 2 1 2 2 1 1 1 1 2 0 2 0 0 0 0 0 1 0 1 2 3 2 3 2 2 2 2 2 2 2 2 2 3 3 2 2 2 0 1 2 1 0 0 0 1 1 2 1 0 2 1
00:50 13:35 12:53 12:30 12:29 09:25 12:46 11:30 10:34 10:12 14:09 15:49 09:15 23:07 22:22 20:01 23:37 11:07 19:48 10:43 11:40 13:06 11:51 11:51 09:04 07:05 11:42 18:31 11:06 01:30 14:54 03:00 10:14 06:44 09:15 10:11 12:04 11:31 11:44 11:19 15:46 05:24 04:26 01:26 04:18 00:36 22:28 15:58 17:09 16:10 14:47 15:47 10:02 11:51 20:25 09:53 15:47 06:17 01:40 06:02
13.86 22.97 20.79 0.49 32.29 8.22 12.26 14.26 11.51 15.50 9.36 0.41 0.40 1.04 34.33 10.84 49.40 22.91 17.48 21.53 51.77 7.78 2.64 26.04 0.81 14.09 24.42 29.81 33.51 4.93 9.17 2.17 25.92 5.28 7.91 11.83 16.76 12.19 29.16 36.69 3.63 1.75 1.78 4.47 2.02 0.99 1.80 1.97 2.82 1.57 2.91 5.37 3.54 2.99 0.91 2.50 1.67 0.76 3.30 1.20
5.50 2.26 3.17 3.40 3.20 4.37 1.77 1.92 3.65 3.23 3.51 2.07 3.23 3.52 3.18 2.42 5.87 2.62 4.09 2.36 17.65 4.31 3.97 3.86 3.01 4.35 3.09 6.45 2.48 4.11 3.34 18.22 6.53 1.66 1.50 1.91 2.21 2.10 3.72 6.84 5.97 5.92 5.35 8.22 6.35 6.20 9.73 7.43 4.65 9.92 7.52 8.96 10.17 10.04 8.94 11.89 8.90 9.13 5.21 16.68
2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 2 2 2 0 0 0 1 0 1 0 1 2 0 0 3 2 2 2 2 2 2 2 2 2 3 2 1 1 1 0 1 2 2 1 0 1 1 1 2 1 1 0 2
09:02 09:57 08:33 12:30 12:28 09:06 10:48 10:56 09:06 10:11 10:11 07:34 07:42 08:10 00:49 11:31 22:02 00:15 10:21 11:47 11:40 07:42 23:39 01:29 10:04 07:04 08:22 17:35 11:12 00:22 00:02 03:00 10:31 08:48 10:11 11:44 12:00 11:44 11:43 11:16 16:32 05:27 18:29 11:34 14:13 06:03 12:42 07:12 14:10 02:55 03:48 10:02 12:36 20:15 20:24 15:45 15:47 04:03 06:19 15:44
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:24 05:26 04:12 05:17 05:24 06:36 06:52 06:52 04:57 06:06 06:06 07:21 07:21 05:23 05:20 08:09 02:36 04:28 04:28 04:55 07:13 07:13 07:20 07:19 08:21 00:22 00:22 00:21 00:21 11:43 00:09 00:01 17:51 06:37 06:37 06:38 06:38 06:37 20:04 04:50 04:39 05:38 06:00 06:04 06:04 05:18 05:23 06:01 04:44 06:03 06:03 06:03 06:09 06:16 06:22 06:13 05:44 06:11 06:23 06:10
1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.48 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.24 1.50 1.50 1.45 1.50 1.20 1.08 1.08 3.83 3.19 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.59 2.00 2.00 1.60 2.00 2.00 2.00 2.00 2.00 2.40 3.00 2.80 4.00 1.60 1.53 2.08 2.00
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 43 of 62
U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
5.21 3.38 4.59 4.98 10.14 7.91 8.01 30.61 32.31 18.68 17.24 11.37 2.41 31.60 29.83 19.95 13.45 22.87 35.84 12.13 6.23 14.32 28.90 4.99 20.72 10.68 11.95 7.49 4.23 2.64 9.65 7.21 11.43 5.55 4.25 2.85 4.71 4.25 2.05 19.92 4.81 5.58 8.15 4.96 2.06 4.00 4.95 2.64 3.72 4.37 4.45 7.42 6.92 9.29 8.58 7.05 7.05 2.48 5.30 2.50
2 2 2 0 1 0 0 2 2 2 0 2 2 0 2 0 3 2 2 0 1 1 0 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3 2 3 0 2 2 2 2 2 2 1 2 2 2 2 2 2 1 2
15:13 08:16 22:48 06:19 19:34 23:13 22:46 12:05 16:25 21:02 19:42 10:29 08:31 10:54 15:58 00:02 04:43 15:39 16:32 19:17 05:04 07:31 19:27 12:15 12:38 12:19 12:17 12:17 12:41 07:52 12:06 10:36 20:54 13:50 15:24 08:04 08:04 20:21 14:10 13:36 10:39 02:01 08:46 00:58 22:24 11:37 09:47 07:54 11:54 11:54 11:54 22:05 14:32 07:40 11:54 12:52 12:52 09:20 10:54 07:01
5.05 1.55 4.49 4.89 9.14 7.50 6.84 29.57 26.49 16.72 16.92 7.85 1.35 28.78 27.60 12.57 12.39 20.77 29.36 10.96 5.90 12.76 25.93 4.90 18.69 10.37 8.09 5.77 3.44 2.58 9.10 7.06 11.05 5.55 4.19 2.78 4.26 3.67 2.05 19.90 3.59 5.29 6.07 4.04 1.71 3.58 3.07 2.31 3.06 3.99 4.11 4.98 6.89 6.89 8.34 7.05 7.05 1.71 4.17 2.07
2 2 3 0 1 0 2 2 2 2 0 2 2 2 2 0 2 3 3 0 1 1 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 0 2 2 2 2 2 2 0 2 2 2 2 2 2 1 2
14:29 12:15 00:11 06:19 15:44 23:13 01:34 12:16 12:37 21:01 19:27 08:15 08:10 20:23 20:29 22:56 23:53 04:56 05:33 19:07 05:05 07:31 19:27 12:02 12:24 12:20 12:16 12:38 12:38 12:21 12:08 10:36 12:04 13:51 15:24 08:05 12:44 19:30 14:10 13:39 09:47 02:01 08:46 09:07 22:24 12:15 10:21 12:17 11:46 15:21 14:34 10:38 14:32 14:32 12:52 12:52 12:52 07:06 02:09 12:16
5.47 15.12 53.75 55.02 2.89 0.91 9.54 1.56 20.36 11.64 17.60 0.29 24.82 1.03 30.40 0.78 0.67 7.91 0.41 4.44 1.25 33.53 0.52 0.77 12.23 0.15 31.01 28.91 29.73 16.74 0.28 22.64 1.97 61.03 1.36 0.78 21.34 0.77 31.46 58.75 0.10 0.12 20.84 0.71 0.66 30.60 19.44 19.10 30.06 30.57 14.72 13.26 1.09 11.19 0.65 0.83 0.73 21.49 17.15 22.57
5.66 3.67 7.03 6.34 4.17 3.93 2.55 9.74 7.14 6.61 4.74 2.51 2.61 10.06 6.59 6.62 4.28 7.28 4.56 1.92 4.47 5.08 2.30 4.96 4.22 12.01 8.56 4.24 3.74 2.15 2.13 3.58 5.68 7.07 3.75 2.52 3.84 2.11 2.61 9.91 2.39 2.78 6.64 4.38 1.82 3.53 4.38 2.15 3.28 3.86 2.21 3.69 3.44 4.62 7.59 6.33 8.98 2.19 4.69 2.21
2 2 0 0 0 0 0 2 2 0 0 2 2 0 2 0 3 2 2 0 1 1 0 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 3 2 3 0 2 2 2 2 2 2 1 2 2 2 2 2 2 1 2
15:13 08:16 06:19 06:19 06:18 23:13 22:46 12:05 16:25 00:00 19:27 10:29 08:31 10:54 15:58 00:02 04:43 15:39 16:32 00:08 05:04 07:31 19:27 12:15 12:38 08:27 12:17 12:17 12:41 07:52 12:06 10:36 20:54 13:50 15:24 08:04 08:04 20:21 14:10 13:36 10:39 02:32 08:46 00:58 22:24 11:37 09:47 07:54 11:54 11:54 11:54 22:05 14:32 07:40 11:54 11:56 12:52 09:20 10:54 07:01
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 2 2 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:09 17:50 06:19 06:19 06:22 06:17 05:10 00:03 00:04 10:12 10:12 07:57 17:50 00:02 00:04 00:02 06:10 06:27 06:57 06:19 06:09 05:47 06:23 12:06 19:54 11:12 10:47 10:58 10:45 18:50 09:23 06:30 05:58 00:00 05:58 06:37 18:50 06:36 06:45 00:00 08:59 08:59 18:50 06:26 06:08 05:45 05:45 18:50 05:45 05:45 05:54 05:53 05:52 05:42 06:46 06:46 00:00 08:19 08:19 08:22
1.08 1.08 0.74 0.98 1.99 1.60 2.00 0.78 2.03 0.94 1.38 2.40 1.08 1.07 2.27 2.39 1.86 1.98 3.20 4.00 1.33 1.99 4.00 1.20 2.50 1.60 1.32 1.43 1.19 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 0.63 1.59 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.02 0.47 0.39 1.20 1.20 1.20
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 44 of 62
U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
9.23 3.90 6.08 3.34 3.62 3.64 9.36 9.22 3.28 3.27 4.31 6.09 14.24 6.23 7.62 10.39 4.48 7.57 7.21 8.02 11.22 7.20 9.78 11.96 11.63 5.41 2.82 7.56 2.87 2.64 6.71 6.42 6.27 11.37 11.93 4.83 3.47 3.22 9.20 3.47 6.44 7.10 5.72 6.96 13.10 14.26 3.20 30.81 33.10 8.84 8.78 6.75 14.35 10.94 1.91 2.40 6.47 6.85 4.25 7.95
2 2 2 2 2 2 2 2 2 2 2 2 2 1 0 2 2 2 3 1 0 1 2 2 2 2 2 2 2 2 2 2 2 0 0 2 0 2 0 2 2 2 2 2 2 2 0 1 2 2 2 0 0 2 2 2 2 2 1 1
11:41 09:53 10:37 09:46 06:55 07:32 10:09 12:27 09:25 08:11 10:14 10:01 10:14 22:27 19:21 07:20 08:46 15:00 03:00 20:26 23:23 19:55 10:26 09:57 20:11 12:16 11:22 09:18 23:04 21:44 12:05 12:04 13:03 00:00 00:00 12:15 00:03 12:05 00:00 07:28 07:29 16:39 19:31 21:02 21:06 22:27 07:49 00:59 11:52 00:49 00:20 06:53 09:05 10:46 15:12 08:04 08:14 07:06 08:13 09:45
7.45 3.01 4.92 2.74 3.13 3.12 5.16 9.19 2.86 2.07 3.30 5.69 6.63 5.14 6.18 7.14 3.15 7.57 7.21 7.35 8.06 5.75 6.96 10.28 5.34 5.41 2.72 5.01 2.43 2.20 6.27 6.27 6.27 10.52 9.21 4.83 3.09 2.80 8.99 2.98 4.88 6.86 5.46 5.78 10.54 9.63 2.37 25.41 30.46 6.90 7.56 6.40 10.10 7.76 1.91 1.66 3.51 5.34 3.04 6.36
2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 0 2 3 1 0 1 2 2 2 2 2 2 2 2 2 2 2 2 0 2 0 2 2 1 2 2 2 2 2 2 0 2 2 1 2 0 1 2 2 2 2 1 0 3
09:01 10:36 10:37 07:02 07:22 10:50 08:12 12:27 05:57 10:25 12:16 12:16 07:54 08:33 12:32 11:28 17:36 15:00 03:00 20:02 18:46 08:47 10:36 09:14 12:19 12:17 21:28 08:22 11:22 23:30 13:03 13:03 13:03 12:15 00:02 12:15 00:04 12:04 12:16 08:53 22:32 16:41 18:53 20:58 00:13 22:27 09:37 00:03 11:53 21:40 04:26 09:35 06:34 07:09 15:13 07:55 05:57 14:53 09:44 01:53
11.08 14.98 0.06 27.22 31.09 30.82 13.47 23.36 26.87 23.05 17.35 11.86 11.42 0.49 14.45 25.47 20.36 2.32 39.34 18.20 10.66 15.36 16.84 5.54 10.77 15.52 22.23 19.63 23.82 24.12 35.13 28.46 38.70 18.40 39.07 37.95 29.21 28.71 33.24 28.29 51.23 56.54 48.96 25.06 33.78 43.70 27.72 48.03 62.97 2.82 29.91 45.78 9.86 10.54 22.37 27.88 6.26 11.28 21.64 0.13
4.59 1.94 2.02 2.95 3.20 3.21 4.66 2.94 2.90 2.89 2.14 1.94 4.53 1.99 2.43 5.17 3.96 7.25 8.07 2.55 3.57 2.29 3.11 1.69 5.78 2.69 2.50 6.69 2.53 2.33 5.93 5.67 5.54 12.33 10.58 4.27 4.62 2.85 5.43 3.07 5.87 6.28 5.31 3.46 6.52 7.27 2.83 15.32 26.97 7.20 7.15 5.50 3.17 2.42 2.43 3.06 1.43 3.41 3.76 2.53
2 2 2 2 2 2 2 2 2 2 2 2 2 1 0 2 2 0 0 1 0 1 2 2 2 2 2 2 2 2 2 2 2 0 0 2 0 2 0 2 2 2 2 2 2 2 0 1 2 2 2 0 0 2 2 2 2 2 1 1
11:41 09:53 10:37 09:46 06:55 07:32 10:09 12:27 09:25 08:11 10:14 10:01 10:14 22:27 19:21 07:20 08:46 00:00 00:00 20:26 23:23 19:55 10:26 09:57 20:11 12:16 11:22 09:18 23:04 21:44 12:05 12:04 13:03 00:00 00:00 12:15 00:02 12:05 00:00 07:28 07:29 16:39 19:31 21:02 21:06 22:27 07:49 00:59 11:52 00:49 00:20 06:53 09:05 10:46 15:12 08:04 08:14 07:06 08:13 09:45
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2 2 0 0 0 0 0 0 0 0 0 0 1 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0
08:45 08:50 10:53 08:19 08:10 08:10 08:45 06:24 08:10 08:02 08:33 10:26 10:31 09:17 07:43 07:02 05:36 00:00 00:01 07:41 07:41 07:42 07:42 09:55 11:18 11:20 11:06 01:32 11:04 11:02 00:02 00:02 00:02 00:00 00:00 00:02 00:04 00:05 00:00 01:29 01:19 21:40 21:22 11:49 15:36 22:33 01:16 16:00 15:10 00:53 01:04 01:08 04:20 04:21 17:17 17:17 02:56 21:06 01:02 06:45
1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 0.47 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.05 1.05 0.47 0.47 0.47 0.84 1.17 1.20 0.59 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60 1.20 2.00
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 45 of 62
U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
4.12 5.47 6.61 7.99 4.02 13.96 13.53 15.70 13.73 24.10 6.93 11.40 9.52 5.90 5.40 4.37 4.43 7.96 5.81 6.18 4.73 4.53 4.33 1.95 2.55 3.06 3.22 2.68 4.19 5.15 5.14 5.37 5.86 5.87 10.62 4.25 10.62 13.36 8.54 4.54 4.34 7.60 6.73 12.65 6.73 8.56 4.78 3.90 6.87 4.13 5.96 15.34 7.34 6.54 2.97 7.56 6.51 7.55 7.33 3.40
2 2 2 2 0 2 2 2 2 2 1 3 2 2 2 0 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 0 3 2 2 2 2
12:48 12:00 12:11 09:26 19:30 09:15 03:48 11:46 11:05 14:25 20:52 05:32 09:13 19:47 18:53 07:03 14:05 06:11 16:56 05:05 01:26 08:05 01:26 12:01 11:55 11:53 11:53 11:37 09:49 11:37 11:37 14:07 12:15 12:15 12:15 10:03 12:15 12:14 11:54 07:38 11:32 11:53 11:54 11:52 19:00 11:05 23:28 11:38 22:43 11:12 22:27 21:55 00:02 23:40 07:19 00:21 23:57 23:40 23:40 10:56
4.12 5.39 6.59 7.94 2.71 8.85 9.10 14.78 12.85 21.72 6.53 10.87 8.26 4.71 4.73 3.25 4.30 4.62 4.82 4.32 3.84 3.10 3.64 1.70 1.78 2.13 1.90 1.95 3.52 2.01 2.21 3.26 5.86 5.86 10.62 3.73 10.62 12.74 8.40 3.24 3.80 5.58 5.44 9.37 6.46 6.44 3.08 3.18 4.97 3.43 5.12 11.94 5.33 5.17 2.43 6.43 5.29 7.39 6.39 3.07
2 2 2 2 1 2 0 2 2 3 1 2 2 2 2 1 2 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 3 3 2 2 0
12:48 12:00 12:11 09:27 08:42 10:54 06:56 11:51 11:50 04:18 18:12 14:26 11:05 20:54 21:09 21:18 19:33 21:08 00:49 18:45 14:04 15:31 14:04 11:56 11:57 14:06 11:52 11:38 10:12 22:35 11:38 22:31 12:15 12:15 12:15 10:34 12:15 12:15 11:54 11:47 11:26 18:29 11:52 09:15 19:33 12:02 05:25 23:29 22:44 10:34 11:04 20:32 23:10 23:34 17:28 00:02 00:18 23:33 23:34 17:37
18.74 0.13 8.49 15.78 23.52 5.55 8.80 9.86 14.96 4.27 52.33 22.15 15.83 28.21 38.91 19.06 44.42 33.49 50.10 52.02 47.23 15.44 28.48 19.05 22.22 27.49 33.88 25.34 22.34 32.83 37.59 28.97 35.59 17.76 35.52 27.88 30.23 9.45 74.69 25.53 16.18 19.79 24.31 4.81 58.71 0.36 26.39 14.35 20.43 20.89 19.85 11.04 12.53 36.79 23.90 38.97 21.80 25.95 24.60 22.76
2.33 4.46 2.10 2.54 3.55 4.44 2.99 3.47 3.03 2.09 8.82 5.67 4.74 5.32 6.95 3.86 5.66 10.14 7.40 7.87 6.07 4.01 5.92 2.67 3.25 3.90 4.42 3.76 3.71 6.56 6.54 4.75 5.19 2.92 5.28 3.75 5.42 4.99 7.60 4.01 2.16 3.78 3.35 2.80 5.95 2.73 4.22 1.94 3.42 3.66 2.97 4.88 2.34 5.78 2.62 6.69 3.24 3.76 3.65 3.01
2 2 2 2 0 2 2 2 2 2 1 3 2 2 2 0 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 0 3 2 2 2 2
12:48 12:00 12:11 09:26 19:30 09:15 03:48 11:46 11:05 14:25 20:52 05:32 09:13 19:01 18:53 07:03 14:11 06:11 16:56 05:05 01:26 08:05 01:26 11:42 11:55 11:53 11:53 11:37 09:49 11:37 11:37 14:07 12:15 12:15 12:15 10:03 12:15 12:14 11:50 07:38 11:32 11:53 11:54 11:52 19:00 11:05 23:28 11:38 22:43 11:12 22:27 21:55 00:02 23:40 07:19 00:21 23:57 23:40 23:40 10:56
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 2 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 2 2 2 2 2 0 2 1 2 2 2 2 0 2 2 2 2 2 2 2 2 2 0 1 2 2 0 2 2 2 1 0 1 1 1 2 0
06:01 08:46 14:06 06:23 00:57 06:23 06:32 04:14 04:19 07:16 00:09 00:03 06:30 11:52 18:59 00:48 15:23 15:23 15:24 14:37 10:02 00:45 20:05 09:38 11:43 11:43 11:43 11:04 00:45 02:07 10:22 08:24 11:47 11:53 11:58 00:40 12:15 12:20 11:57 04:56 06:08 06:08 06:08 09:08 04:58 07:41 09:14 05:01 05:01 00:36 05:01 05:59 05:56 09:13 00:33 06:34 21:11 21:11 01:16 00:29
1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.57 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60 1.60 1.19
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 46 of 62
U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13 WEIR-15 WEIR-17
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
10.38 9.78 20.86 11.61 19.08 15.45 10.69 10.66 15.63 8.67 2.02 2.25 2.94 2.38 3.35 4.99 5.47 3.84 3.82 4.93 13.63 12.10 6.34 7.18 10.36 11.11 13.55 14.64 4.94 14.08 9.75 10.75 6.56 31.77 18.41 8.36 5.94 14.78 7.70 7.15 9.30 7.35 8.00 8.00 99.10 4.03 19.96 1.99 95.05 115.06 133.09 67.61 24.65 6.16 54.49 164.85 11.54 5.96 6.91 29.10
2 2 0 0 2 3 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 0 2 1 0 0 1 1 2 1 0 3 2 1 3 3 2 2 0 0 3 2 1 2 3 2 0 2 2 2 3 2 3 2 2 3
23:53 07:19 07:10 10:03 08:14 05:55 05:50 11:54 03:16 01:41 11:13 11:13 10:10 09:01 08:29 07:48 08:46 07:18 12:31 07:59 11:41 10:38 10:46 12:17 12:52 00:00 12:06 23:16 00:00 20:52 12:18 22:37 11:42 17:38 00:00 03:26 07:29 14:50 02:47 01:49 21:28 21:00 07:40 07:40 05:57 12:20 12:27 14:43 05:25 13:25 08:32 11:14 12:15 15:44 00:25 08:28 01:28 23:31 21:33 01:06
9.82 6.53 12.99 10.92 14.09 11.13 9.47 10.22 10.35 7.79 2.01 2.13 2.30 2.33 2.23 3.24 4.20 2.91 3.82 4.93 10.61 10.83 4.84 7.18 10.36 4.97 12.63 9.43 4.03 14.05 8.32 9.15 5.64 17.09 5.84 7.04 4.59 10.79 6.62 6.33 9.02 6.68 8.00 8.00 59.11 4.03 15.16 1.99 38.88 50.96 54.50 24.89 11.78 6.15 36.21 115.96 8.22 5.47 6.29 17.33
2 2 1 0 0 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 1 1 1 2 2 0 2 2 2 0 2 2 2 1 0 3 2 2 3 3 2 3 0 0 3 2 1 2 3 2 2 2 2 2 3 2 2 2 2 3
23:53 08:55 14:08 10:04 09:43 23:09 05:49 11:54 09:23 02:03 11:14 11:15 11:07 09:01 08:18 09:34 09:39 07:22 12:32 07:59 22:22 10:38 09:52 12:17 12:52 00:01 12:06 06:06 12:20 20:53 20:56 20:36 11:37 11:15 07:50 04:00 07:09 04:43 00:57 03:49 21:28 01:54 08:17 08:17 03:49 12:20 12:28 14:43 04:40 12:49 18:35 11:08 12:17 14:48 01:23 05:39 15:08 12:27 12:23 01:41
11.64 7.93 5.32 1.10 1.86 15.84 16.29 14.87 6.27 41.90 0.75 1.04 21.12 20.91 20.36 10.33 8.39 11.34 15.42 16.06 0.76 0.68 36.09 3.12 3.19 3.79 1.78 6.44 15.69 1.30 33.92 38.51 21.39 0.84 25.59 34.92 34.44 13.65 36.07 45.21 14.89 33.74 1.00 1.00
5.16 2.42 2.95 3.70 6.07 4.92 3.40 3.39 3.46 7.21 2.75 3.05 3.08 2.10 2.96 2.48 2.72 1.91 1.90 2.79 3.01 2.68 5.61 9.14 9.16 5.70 6.74 3.27 6.39 7.00 5.06 5.40 4.70 7.75 9.16 5.99 5.25 5.60 5.51 6.32 8.22 5.27
2 0 0 0 2 3 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 0 2 0 0 0 1 1 2 1 0 3 2 1 3 3 2 2
23:53 06:25 07:10 10:03 08:14 05:55 05:50 11:54 03:16 01:41 10:30 10:40 10:37 09:01 08:29 07:48 08:46 07:18 12:31 07:59 11:41 10:38 10:46 12:17 12:52 00:00 12:06 00:00 00:00 20:52 12:18 22:37 11:42 17:38 00:00 03:26 07:29 14:50 02:47 01:49 21:28 21:00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1 2 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0
21:08 06:08 05:59 05:09 05:11 06:35 06:35 06:35 06:36 06:31 11:42 11:54 13:30 08:25 08:25 08:51 08:54 08:54 08:54 08:39 04:49 04:49 01:07 00:00 00:00 00:00 00:00 00:00 00:00 05:19 00:05 00:04 00:30 00:05 00:00 04:18 07:10 06:49 08:12 07:10 00:03 00:03
1.00 0.09 0.70 0.10 1.00 1.00 1.00 1.00 0.46 0.27 1.00 1.00 0.55 0.35 0.35 0.96
2 2 1 2 2 2 0 2 2 2 2 0 2 2 2 3
12:10 12:20 12:27 17:13 12:50 12:15 08:32 07:26 12:15 15:44 09:38 06:26 17:25 23:31 18:17 01:06
1.60 2.40 3.00 2.00 2.00 2.00 2.00 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 0.63 0.63 1.72 0.47 0.63 1.53 1.60 1.32 2.40 0.63 1.32 1.20 2.00 1.03 0.97 1.19 1.20
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 47 of 62
WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49 CDT-51 CDT-53
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
11.42 2.48 9.20 6.58 4.17 4.60 18.64 3.90 6.30 3.18 4.40 5.68 0.00 0.00 4.95 5.26 8.40 17.25 0.00 33.64 2.38 10.23 11.66 6.36 9.49 1.13 16.05 12.39 13.16 6.31 0.00 1.95 12.69 8.36 6.29 14.36 17.64 16.09 14.47 58.73 98.29 2.14 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 1.90 3.79 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30
3 2 2 2 2 2 2 3 3 2 3 3 0 0 3 2 3 3 0 3 2 3 3 3 2 2 2 3 3 2 0 2 3 3 3 2 2 2 2 0 2 1 2 1 0 1 0 0 0 1 2 1 0 1 0 0 2 0 0 0
01:42 12:12 12:17 13:03 13:03 13:00 23:25 01:12 00:42 20:20 05:48 05:42 00:00 00:00 01:28 17:54 00:59 01:28 00:00 00:27 18:33 00:42 00:00 00:42 22:43 12:02 11:52 00:42 00:00 15:58 00:00 12:43 00:59 00:59 00:00 23:42 23:36 23:45 20:11 08:30 06:03 16:56 05:44 08:14 05:36 14:26 07:45 06:19 12:55 04:41 14:34 08:15 08:32 08:18 19:32 08:45 10:54 06:30 07:09 00:00
7.06 2.48 9.20 5.73 3.83 4.60 11.24 2.64 5.29 2.16 3.04 4.88 0.00 0.00 3.47 4.28 6.09 10.42 0.00 25.33 1.64 5.07 6.90 5.19 6.65 1.12 9.74 5.96 6.88 4.99 0.00 1.95 10.57 5.67 4.22 6.74 10.76 9.74 10.42 42.69 64.93 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 1.90 3.80 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30
3 2 2 2 2 2 3 3 2 3 2 2 0 0 3 2 3 3 0 2 2 3 3 2 3 2 2 3 3 2 0 2 3 3 3 2 2 3 3 0 1 1 2 2 0 1 2 1 0 1 2 2 1 1 0 1 2 0 0 0
01:41 12:12 12:17 13:05 13:03 13:01 00:39 01:17 12:16 00:39 12:50 12:00 00:00 00:00 00:39 17:05 00:39 00:39 00:00 22:11 20:29 00:39 00:39 12:17 02:40 12:03 11:59 00:39 00:39 15:55 00:00 12:43 03:17 03:17 01:41 21:20 23:51 01:41 01:41 15:50 14:19 10:38 08:05 08:11 18:28 14:30 00:51 09:01 14:45 06:17 14:35 06:07 22:16 09:36 19:52 06:31 10:55 06:40 07:09 00:05
0.60 0.19 0.28 0.24 0.21 0.18 0.81 0.31 0.46 0.38 0.20 0.31 0.00 0.00 0.39 0.38 0.59 0.81 0.00 1.00 0.26 0.56 0.57 0.42 1.00 0.06 0.51 0.60 0.65 0.39 0.00 0.54 0.44 0.43 0.38 0.58 0.83 0.83 0.71 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 2 3 2 0 0 2 2 2 2 0 2 2 2 2 2 2 2 2 3 2 2 0 2 3 3 3 2 3 3 2 0 0 0
23:29 12:18 12:18 13:02 13:02 13:03 23:25 20:14 18:07 16:59 05:48 18:17 00:00 00:00 17:01 17:43 19:29 23:25 00:00 14:29 19:16 18:33 19:23 18:50 06:22 12:02 12:09 00:50 18:41 16:07 00:00 12:49 00:59 00:59 00:59 23:36 00:50 00:50 18:30 05:28 05:00 06:01
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 48 of 62
CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
1 0 1 0 1 1 2 0 0 0
12:09 15:04 10:50 14:52 10:39 17:54 10:25 05:57 05:28 06:17
1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
2 0 2 0 2 2 2 0 0 0
11:09 21:46 11:54 14:53 11:52 07:31 10:26 18:31 06:08 06:25
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 49 of 62
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.22 0.00 0.00 0.78 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-11 1.00 0.02 0.02 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.05 0.00 0.00 0.40 0.00 0.00 0.54 0.01 0.00 CDT-175 5.03 0.06 0.00 0.00 0.41 0.00 0.01 0.52 0.01 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 35.11 0.00 0.75 0.00 0.24 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 35.11 0.00 0.64 0.00 0.36 0.00 0.00 0.00 0.09 0.00 CDT-217 37.56 0.00 0.76 0.00 0.24 0.00 0.00 0.00 0.00 0.00 CDT-219 35.11 0.00 0.76 0.00 0.24 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 35.11 0.00 0.73 0.00 0.27 0.00 0.00 0.00 0.03 0.00 CDT-237 40.98 0.00 0.73 0.00 0.27 0.00 0.00 0.00 0.01 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 40.98 0.00 0.73 0.00 0.27 0.00 0.00 0.00 0.02 0.00 CDT-245 40.98 0.00 0.73 0.00 0.27 0.00 0.00 0.00 0.02 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-279 35.11 0.05 0.37 0.00 0.59 0.00 0.00 0.00 0.32 0.00 CDT-281 35.11 0.02 0.75 0.00 0.23 0.00 0.00 0.00 0.00 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 50 of 63
CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211
5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.03 0.00 0.00 0.05 0.00 0.03 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.03 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.04 0.04 0.05 0.01 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.98 1.00 0.98 1.00 1.00 1.00 0.96 1.00 0.97 0.00 1.00 0.97 1.00 0.96 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 0.99 0.95 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.95 0.60 1.00 1.00 1.00 1.00 0.97 0.90 1.00 0.95 0.82 0.85 0.95 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.03 0.04 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.37 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.01 0.14 0.07 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.01 0.05 0.04 0.00 0.00 0.00 0.00 0.00 0.00
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U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366
1.00 1.06 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.28 1.30 1.00 1.00 1.00 1.00 1.40 1.00 1.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.05 0.03 0.00 0.00 0.00 0.12 0.04 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.01 0.01 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.99 0.40 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.97 0.97 0.92 1.00 1.00 1.00 1.00 0.99 1.00 0.97 0.91 0.95 0.98 1.00 1.00 0.37 0.25 0.92 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.47 1.00 1.00 0.99 0.98 0.96 0.69 0.94 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.02 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.51 0.69 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.36 0.00 0.00 0.00 0.00 0.02 0.29 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.25 0.00 0.33 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 52 of 63
U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513
1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.05 0.04 0.04 0.04 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.03 0.03 0.03 0.03 0.00 0.03 0.03 0.03 0.03 0.03 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 1.00 0.98 0.98 0.98 0.98 0.98 1.00 0.98 0.87 1.00 0.99 0.98 0.94 0.95 0.96 0.96 0.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.88 0.80 0.92 0.97 0.97 0.96 1.00 0.91 0.87 0.90 0.87 0.50 0.51 0.79 1.00 0.96 0.89 1.00 1.00 1.00 1.00 1.00 0.96 0.96 1.00 1.00 0.94 0.60 0.04 0.99 1.00 1.00 1.00 1.00 1.00 0.82 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.17 0.05 0.00 0.00 0.01 0.00 0.06 0.09 0.07 0.09 0.46 0.43 0.20 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.40 0.96 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.02 0.03 0.01 0.38 0.43 0.48 0.13 0.01 0.12 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.04 0.39 0.74 0.06 0.00 0.00 0.00 0.00 0.09 0.04 0.08 0.00
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U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66
1.00 1.00 1.00 1.00 1.00 8.39 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.71 4.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 7.04 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.16 0.05 0.77 0.78 0.78 0.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.04 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.05 0.01 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.97 1.00 1.00 0.20 0.95 0.23 0.22 0.21 0.21 1.00 1.00 1.00 0.98 1.00 1.00 0.96 1.00 1.00 1.00 1.00 0.90 0.94 1.00 0.96 0.96 1.00 0.99 1.00 0.99 1.00 1.00 0.99 0.98 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.24 0.98 1.00 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.02 0.00 0.00 0.62 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.57 0.02 0.00 0.00 0.02 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.06 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.00 0.05 0.00 0.06 0.00 0.00 0.06 0.00 0.00 0.01 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.28 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 54 of 63
U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 12.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.07 0.05 0.05 0.05 0.05 0.05 0.00 0.12 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.12 0.00 0.11 0.10 0.09 0.06 0.06 0.00 0.08 0.07 0.04 0.04 0.07 0.09 0.00 0.10 0.09 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.88 0.46 0.46 0.41 0.66 0.38 1.00 0.78 0.21 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 1.00 0.96 1.00 0.24 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.49 0.59 1.00 0.87 0.63 0.85 0.56 0.62 1.00 0.83 0.72 0.43 0.86 0.70 0.65 1.00 0.88 0.66 0.83 1.00 1.00 1.00 1.00 1.00 0.95 0.01 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.04 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.01 0.00 0.01 0.01 0.00 0.00 0.03 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.05 0.48 0.49 0.54 0.27 0.57 0.00 0.05 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.29 0.00 0.02 0.26 0.05 0.38 0.29 0.00 0.08 0.21 0.54 0.10 0.23 0.26 0.00 0.02 0.24 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.02 0.03 0.00 0.05 0.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.12 0.00 0.00 0.17 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.13 0.13 0.07 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.99 0.97 1.00 1.00 1.00 1.00 1.00 0.98 0.87 0.60 0.21 0.93 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.78 0.54 1.00 0.98 1.00 1.00 0.83 0.90 0.98 0.29 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.08 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.46 0.00 0.01 0.00 0.00 0.16 0.02 0.02 0.71 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.97 77.97 78.00 0.02 0.00 C-WELL4E 0.34 0.34 1.88 0.00 0.00 CDT-101 24.31 24.32 24.34 0.42 10.92 CDT-103 24.13 24.23 24.29 1.94 10.16 CDT-105 23.93 24.01 24.09 0.81 2.60 CDT-107 24.40 24.55 25.02 3.09 13.15 CDT-109 47.66 49.62 50.48 5.11 15.75 CDT-11 71.92 71.92 72.20 14.42 21.83 CDT-111 49.62 50.77 52.47 5.94 22.54 CDT-113 23.44 23.48 23.45 0.78 9.12 CDT-115 25.16 25.32 25.22 0.22 10.96 CDT-121 31.32 31.71 76.54 0.00 0.15 CDT-123 67.70 67.73 67.73 3.72 22.29 CDT-125 65.54 65.56 65.54 0.11 7.71 CDT-171 41.98 42.09 60.19 0.00 0.19 CDT-177 17.90 18.90 18.60 0.00 6.52 CDT-179 16.65 17.29 16.91 0.00 5.42 CDT-181 15.98 16.33 16.33 0.13 6.40 CDT-183 40.76 42.52 41.46 0.02 16.96 CDT-185 15.98 16.33 16.32 0.05 6.42 CDT-187 67.85 67.86 67.85 0.00 30.16 CDT-189 67.85 67.85 67.86 0.00 31.44 CDT-191 16.65 17.29 16.91 0.00 5.44 CDT-193 24.78 25.30 26.36 0.10 6.26 CDT-195 55.57 55.57 55.57 0.00 6.28 CDT-197 22.64 22.67 22.68 0.02 10.84 CDT-199 21.68 21.78 21.71 0.02 10.31
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 56 of 63
CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125
21.70 6.07 21.07 62.21 62.21 34.17 6.31 2.05 5.67 22.13 21.74 22.37 21.79 23.09 23.09 22.99 10.42 9.93 25.35 23.09 9.94 7.54 22.79 23.14 22.53 21.62 25.36 25.36 22.85 23.46 20.64 11.04 11.04 9.52 20.55 36.54 23.12 21.12 16.94 17.42 23.00 21.34 21.30 21.60 59.97 20.18 37.22 23.06 71.93 51.08 71.67 37.57 0.00 66.32 33.24 23.99 23.90 34.74 78.00 77.99 77.99 78.00 71.57 68.24 52.49 65.23 62.34 70.01 77.98 71.80 73.82 70.06 75.10 73.52 70.49 73.52 71.75 66.96 68.11 48.23
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
21.82 6.07 21.19 62.21 62.21 34.63 6.31 2.05 5.67 22.20 21.77 22.47 21.82 23.10 23.10 23.12 10.42 9.93 25.38 23.10 9.94 7.54 22.84 23.18 22.65 21.67 25.39 25.39 22.91 23.54 20.79 11.18 11.18 9.53 20.62 37.58 23.15 21.15 16.94 17.42 23.03 21.36 21.31 21.63 60.19 20.24 37.73 23.07 71.95 57.02 71.71 37.57 0.00 66.32 34.65 24.04 23.99 36.56 78.00 77.99 77.99 78.00 71.57 70.45 59.21 71.20 66.50 70.01 77.98 71.82 73.82 70.30 75.13 73.52 71.77 75.25 71.75 71.55 68.11 54.02
21.74 22.31 21.26 62.21 62.21 34.36 24.74 22.84 21.75 22.16 21.75 22.42 21.81 23.10 23.10 23.02 21.82 25.33 25.35 23.10 25.36 25.36 22.98 23.15 22.57 21.63 25.36 25.36 23.03 23.50 20.69 11.48 11.48 9.53 20.58 38.04 23.25 21.14 37.58 21.14 23.07 21.35 21.31 21.65 60.70 20.29 39.36 23.13 72.73 51.94 71.67 69.77 0.00 66.32 36.30 24.09 24.06 35.27 78.00 78.00 78.00 78.00 77.99 68.25 66.48 69.98 71.96 77.97 77.99 77.93 78.00 70.06 75.25 75.25 70.49 73.52 71.75 66.96 71.55 55.99
0.01 0.00 0.02 0.01 0.00 0.02 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.02 0.02 0.01 0.01 0.02 0.02 0.02 0.06 0.01 0.12 0.12 0.00 0.00 0.03 0.03 0.01 0.00 0.00 0.02 0.00 0.00 0.02 0.50 0.00 0.44 0.04 13.21 50.50 9.57 0.11 0.93 0.27 2.54 1.65 0.22 0.51 10.68 76.93 5.35 77.99 17.43 43.29 56.60 76.01 59.21 76.59 61.24 73.40 10.53 34.80 51.54 26.38 59.59 35.42 46.96 47.82 46.76 41.57
15.35 0.00 6.31 8.41 10.08 13.21 0.00 0.00 0.00 2.42 11.52 10.07 12.32 12.61 16.89 1.21 0.00 0.00 10.97 9.09 0.00 0.00 11.00 10.59 9.75 9.30 12.93 12.67 8.50 8.70 2.83 2.42 3.30 2.40 10.32 18.04 5.31 3.80 0.00 0.00 7.29 5.67 9.65 9.02 26.13 8.56 20.11 10.66 36.30 21.12 32.02 8.12 0.00 8.76 15.61 12.19 13.77 18.68 9.56 36.53 17.97 21.70 38.31 49.65 34.15 31.01 36.65 35.58 37.33 37.91 31.26 45.22 27.39 36.61 31.72 42.22 42.70 46.40 39.91 31.04
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U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29
69.83 70.94 69.84 59.30 59.25 52.55 70.70 47.43 50.76 51.91 53.01 59.34 59.05 48.25 53.32 35.08 31.41 23.79 35.41 34.81 42.68 30.95 67.56 30.47 30.47 38.69 59.58 52.56 51.09 56.39 45.11 46.44 67.54 50.99 42.30 50.81 65.73 64.01 65.74 59.60 56.54 59.50 62.13 0.00 68.70 65.49 68.42 47.63 57.86 47.60 63.74 51.89 43.30 63.96 63.99 60.53 65.27 61.23 54.88 67.04 54.09 65.79 65.02 46.62 46.00 68.05 64.52 0.00 0.07 20.17 63.62 64.14 65.09 67.58 67.58 66.11 57.92 53.07 48.72 66.12
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
71.51 70.94 71.51 65.29 59.25 65.28 70.70 52.56 56.74 55.37 57.35 59.34 59.78 53.02 56.61 42.30 35.48 23.79 42.76 35.77 43.62 32.55 67.56 32.68 32.68 42.91 65.69 59.58 54.97 56.96 49.26 49.27 69.88 51.93 44.67 54.17 65.76 64.02 65.78 63.95 60.78 59.54 62.16 0.00 69.83 65.76 68.42 50.29 57.87 49.91 64.00 52.63 57.02 65.27 65.35 61.83 65.35 61.27 57.83 68.69 59.27 66.09 65.24 52.56 52.58 68.05 64.90 0.00 15.25 20.17 64.52 65.24 65.09 67.58 69.90 69.85 72.68 72.70 53.07 66.12
69.83 70.94 69.84 59.31 65.30 52.56 71.41 56.72 55.32 57.37 59.37 65.31 59.67 57.44 60.32 35.49 35.75 29.34 35.76 44.07 44.07 32.37 69.90 32.33 31.67 41.10 59.59 54.97 56.96 64.67 47.66 49.76 67.56 57.87 49.08 53.08 65.75 65.75 65.75 60.84 59.52 65.70 65.70 78.00 68.70 65.58 68.42 57.87 65.72 52.91 66.17 62.78 44.05 64.00 64.07 62.31 65.31 65.35 61.27 68.07 57.84 65.83 65.51 47.57 49.56 69.85 64.70 0.00 0.13 78.00 65.25 65.07 66.25 69.90 67.58 66.12 57.95 53.07 64.93 69.88
45.16 61.67 50.82 56.07 54.75 56.25 2.97 59.27 53.74 45.21 59.15 51.62 44.12 40.92 62.50 56.89 61.59 0.00 58.96 64.93 54.39 62.37 34.97 55.98 54.68 61.37 61.75 55.20 56.22 61.94 47.33 56.80 46.13 61.30 58.78 37.83 60.13 56.01 59.94 56.55 51.58 56.41 55.38 0.00 44.62 50.48 59.06 52.60 59.02 18.79 0.11 63.17 30.28 62.50 63.49 28.89 62.16 56.05 55.02 27.80 47.20 61.25 50.57 12.41 56.27 47.77 63.74 32.47 30.38 0.00 55.14 55.37 60.31 32.17 41.77 42.86 61.83 57.44 57.05 45.85
25.46 49.07 42.64 24.48 22.14 25.92 16.11 31.55 38.57 32.70 31.41 31.99 37.95 24.06 28.40 28.40 23.06 0.74 28.82 25.96 32.35 7.13 39.75 12.66 16.32 20.08 40.98 34.05 35.74 37.02 11.30 30.53 43.56 31.55 27.90 19.57 41.73 23.38 41.17 36.16 42.18 37.55 42.02 0.00 45.32 22.20 43.10 39.83 39.75 14.12 10.45 20.21 14.61 46.52 38.35 37.56 30.53 34.82 33.83 41.12 32.98 45.40 31.95 19.76 38.62 24.11 24.71 0.00 0.05 0.01 18.10 20.18 55.13 39.36 43.71 39.66 25.75 20.83 13.47 35.61
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U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437
48.80 55.42 65.02 65.38 61.58 59.11 58.86 54.54 73.43 60.92 55.12 49.60 22.22 44.80 45.17 29.89 33.91 36.06 36.24 29.26 36.48 60.30 59.10 46.09 54.69 73.92 55.56 43.95 65.00 57.15 35.55 56.12 70.59 52.19 66.40 42.23 40.60 62.35 70.60 65.16 52.04 69.59 46.56 73.23 71.92 72.41 36.28 48.32 52.69 72.97 61.80 59.45 60.50 58.72 72.48 72.25 23.03 67.28 61.81 61.32 57.29 69.56 69.79 58.70 64.22 20.80 75.08 71.74 60.57 77.64 18.23 76.29 77.98 60.14 42.59 41.67 41.49 40.80 39.21 49.33
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
57.94 58.70 65.02 72.70 65.39 62.26 67.36 61.57 73.69 60.98 60.92 55.88 23.01 51.05 45.43 32.73 39.18 39.18 37.34 33.06 36.48 60.30 59.18 46.95 69.67 73.97 55.60 55.84 72.30 65.01 43.21 69.59 70.97 57.09 66.40 52.13 47.85 70.33 70.60 65.50 72.39 69.59 52.11 73.77 72.44 72.44 37.30 53.84 59.49 72.97 67.37 63.10 60.50 60.50 72.48 72.41 24.26 75.40 72.74 61.86 72.66 70.78 70.77 62.60 64.32 21.21 77.62 77.63 60.57 77.64 18.28 76.30 78.00 60.14 43.78 43.53 43.45 43.38 42.77 57.93
58.67 67.28 72.70 65.38 67.33 67.31 61.60 60.44 73.43 72.44 62.97 62.21 22.63 45.44 51.25 34.67 34.67 36.69 42.45 33.71 73.00 73.97 72.72 70.69 54.70 73.93 73.70 55.60 65.03 62.96 43.09 56.14 71.96 66.36 74.45 47.80 47.81 64.81 70.61 65.27 52.09 69.59 62.94 73.24 73.24 72.46 41.00 55.05 55.04 72.97 62.01 62.00 74.01 70.47 75.40 72.43 24.06 67.28 61.87 71.87 57.35 69.56 69.80 64.34 70.32 24.02 75.08 71.74 77.64 77.70 18.26 77.85 77.98 60.14 43.53 43.45 43.38 42.77 41.75 60.34
54.43 56.40 49.82 71.18 59.95 57.47 53.10 36.74 70.40 57.52 43.90 65.02 45.18 56.12 55.84 57.99 61.15 66.80 66.66 41.55 0.00 0.47 49.83 0.00 48.27 59.53 66.56 0.13 54.64 69.70 52.53 57.36 67.02 39.25 35.33 57.94 60.42 62.84 50.74 8.00 61.75 39.86 60.45 34.27 0.00 56.72 5.84 36.25 42.65 29.43 54.91 39.99 0.00 0.00 0.00 64.90 45.77 73.92 66.44 55.74 64.48 44.34 23.89 1.08 56.99 0.00 50.84 67.12 58.33 68.70 1.06 67.12 19.40 34.34 4.61 14.60 17.76 27.39 25.69 37.50
16.48 17.05 23.22 45.91 39.92 38.02 19.20 25.47 43.13 22.74 22.18 30.79 2.09 15.43 10.89 6.67 24.70 20.28 18.86 6.35 1.94 5.32 19.26 9.15 31.45 21.81 23.58 9.18 45.62 38.63 10.54 22.40 50.23 19.40 18.31 13.20 25.55 21.55 9.65 13.65 22.37 46.12 13.23 26.35 4.71 52.45 8.22 25.93 18.77 35.09 42.83 19.91 4.94 11.71 2.63 37.95 2.90 34.07 45.39 39.05 24.14 41.90 19.91 15.20 37.31 1.19 38.04 40.64 22.00 45.66 0.33 47.31 0.11 39.04 15.01 22.95 24.65 29.13 25.69 31.26
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U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583
60.44 62.26 60.13 45.60 43.94 34.73 70.60 71.68 43.31 49.29 29.30 24.04 19.11 17.86 14.37 9.20 33.66 69.24 57.19 24.54 58.97 73.81 60.14 71.50 71.51 52.25 48.47 55.88 73.26 46.51 0.00 0.00 65.93 60.15 77.96 48.18 74.85 23.05 21.62 5.69 57.79 63.26 68.43 42.74 17.79 24.69 18.52 19.11 18.95 19.17 59.16 27.71 70.02 72.02 78.00 72.02 68.47 58.97 62.36 71.24 78.00 19.96 19.93 58.97 70.72 71.24 63.31 56.30 53.43 61.79 72.24 54.85 57.54 62.48 67.32 15.18 14.95 53.51 51.03 63.60
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
60.44 62.26 60.13 50.60 54.06 38.93 70.61 71.68 45.21 57.57 31.66 31.66 29.33 19.72 17.27 9.50 35.61 69.24 57.25 34.38 58.99 73.81 60.14 71.51 71.70 52.63 48.57 58.12 73.26 51.59 0.00 0.00 65.93 60.15 77.96 55.97 74.85 23.05 22.99 5.92 58.79 63.45 68.82 45.54 17.79 24.85 18.53 19.17 18.97 19.18 59.16 27.84 70.03 72.02 78.00 72.02 68.47 59.16 69.01 71.24 78.00 19.96 19.93 58.97 71.56 71.24 72.24 63.28 59.16 61.79 72.24 61.77 61.59 64.46 69.83 15.18 15.22 53.51 54.70 63.60
73.17 73.41 73.17 60.02 48.63 43.80 72.65 72.80 62.61 62.24 59.47 31.01 30.80 25.00 17.69 30.77 42.67 76.45 63.27 32.11 73.76 76.34 60.15 71.68 71.51 55.10 63.27 69.57 77.99 50.82 0.00 2.93 70.45 60.15 77.97 51.55 77.57 77.96 33.42 53.77 58.08 70.82 68.56 48.89 61.79 24.90 21.07 19.13 19.03 19.23 59.16 68.25 71.49 72.05 78.00 72.19 71.57 58.97 64.29 71.25 78.00 70.85 65.97 59.16 71.02 72.02 63.31 61.70 53.43 72.24 72.24 61.57 64.46 69.83 69.36 72.54 45.93 78.00 63.58 69.68
60.20 6.02 17.25 19.27 37.14 1.23 0.00 0.15 0.36 1.68 0.08 24.06 42.45 9.13 5.98 0.00 0.88 4.71 0.00 14.32 1.58 52.41 3.35 63.36 61.37 14.47 0.00 57.18 5.34 77.97 77.99 77.98 0.00 34.30 0.00 77.97 0.00 0.00 37.82 0.00 42.85 2.28 70.75 0.00 0.00 11.53 0.00 20.45 20.78 20.83 40.77 0.00 48.76 3.82 53.77 3.14 0.00 27.14 0.00 65.38 42.88 0.00 0.00 21.78 0.00 0.00 63.29 47.23 46.67 61.47 59.77 45.84 35.60 2.98 33.39 0.00 0.00 0.00 52.84 46.14
37.20 23.01 12.17 10.32 21.07 9.58 22.94 19.10 19.36 26.66 4.66 10.69 4.28 11.25 11.17 0.86 8.40 4.60 0.58 2.61 1.68 34.56 17.78 60.94 57.03 5.69 0.29 18.34 17.40 23.64 0.00 0.00 14.41 31.80 15.08 28.83 24.18 2.28 10.00 0.20 28.31 3.60 56.85 0.61 0.02 14.43 0.00 17.58 1.59 1.66 31.94 1.62 42.30 9.32 34.78 4.34 19.52 22.46 17.65 30.86 39.81 0.04 0.17 19.88 20.45 0.82 36.54 27.01 18.30 34.36 46.09 34.23 29.20 23.99 38.18 0.63 1.97 0.00 31.54 35.79
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U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734
56.14 57.31 52.93 18.95 69.68 50.14 50.14 45.03 63.83 69.82 69.96 62.39 32.48 33.25 32.83 43.29 70.96 72.40 77.99 77.98 63.46 56.65 52.12 59.78 33.88 12.81 12.77 12.96 74.45 12.89 12.95 49.23 60.01 71.45 77.40 77.95 52.99 43.44 61.56 77.99 59.91 6.40 8.06 9.96 9.87 5.18 5.60 51.18 11.68 12.89 77.11 76.84 76.82 73.27 72.32 60.70 60.70 45.40 56.70 51.71 62.63 71.98 20.33 61.45 69.61 51.31 69.60 64.42 73.15 73.05 32.29 77.83 77.94 69.98 9.74 9.87 54.77 12.05 12.04 13.41
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
56.14 57.64 63.33 18.95 69.82 50.14 50.14 54.90 63.83 69.82 69.96 63.38 39.01 36.82 37.95 52.97 70.96 72.40 78.00 77.99 70.39 63.47 59.80 59.79 37.84 12.82 12.78 12.99 74.45 13.03 13.07 53.88 63.19 71.83 77.56 77.95 53.25 61.43 77.91 77.99 74.57 10.29 11.48 11.28 10.01 5.58 5.84 60.68 13.87 16.00 77.11 76.87 76.86 73.28 73.58 60.70 60.70 46.74 56.77 61.26 62.63 71.98 20.33 62.19 71.61 59.31 69.60 64.43 73.51 73.21 32.47 77.89 77.94 71.49 9.81 10.57 60.19 13.61 12.68 15.97
69.66 63.33 53.32 64.24 69.68 69.83 69.82 48.12 71.60 69.96 69.96 63.15 36.81 37.97 52.98 52.94 70.97 72.40 77.99 77.98 63.46 59.80 59.79 70.30 38.06 12.83 12.81 13.11 74.57 12.99 13.03 63.20 71.76 77.50 77.82 78.00 77.45 53.20 61.56 78.00 60.66 10.54 8.35 10.14 9.98 5.55 7.87 61.25 12.68 13.40 77.14 76.87 76.85 73.58 72.33 76.97 60.70 49.25 56.75 59.29 71.84 72.02 65.47 63.12 69.61 60.17 71.61 71.44 73.21 73.50 32.57 77.83 77.94 69.98 9.75 10.25 63.24 12.58 12.73 16.14
57.37 18.74 46.77 0.00 61.81 58.04 61.21 32.64 44.15 64.04 54.74 47.25 44.01 40.51 0.00 55.60 60.04 61.46 25.91 55.32 64.82 46.58 59.51 58.93 27.23 12.03 25.44 48.75 62.49 49.88 32.95 60.61 59.74 64.17 46.30 75.29 65.26 60.66 64.26 22.25 71.57 61.18 62.03 62.30 44.93 55.21 61.14 72.64 62.72 61.89 4.54 62.31 71.55 40.79 41.88 19.88 48.52 10.36 27.09 70.07 0.00 64.34 0.00 7.15 46.23 72.01 23.84 44.25 38.59 44.19 19.72 76.41 38.21 44.98 51.57 56.01 69.28 59.56 55.23 59.51
15.74 19.89 34.30 0.00 27.35 19.19 30.88 15.68 37.81 33.19 50.56 42.07 26.32 26.76 4.02 33.66 37.52 49.73 5.59 34.79 27.92 34.68 34.90 35.06 16.53 11.21 11.26 11.49 32.35 11.73 6.80 33.17 29.09 36.21 36.95 30.61 33.34 23.51 32.36 21.86 46.09 1.96 7.46 9.54 9.62 0.53 4.77 32.14 9.36 9.91 12.91 47.96 52.23 25.94 35.63 19.60 17.69 20.55 21.21 31.45 6.12 42.02 0.00 23.91 45.29 33.86 40.09 39.16 46.50 44.78 22.19 14.32 27.57 45.19 9.60 8.52 36.60 10.88 10.05 2.96
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U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96
12.57 11.76 54.50 11.47 9.59 8.97 4.78 2.24 2.22 56.51 2.34 2.44 10.18 2.18 0.92 0.56 61.83 0.24 0.00 0.61 19.83 13.50 14.57 16.04 13.24 22.23 66.12 31.50 17.83 18.62 69.63 19.60 16.39 16.43 33.49 65.51 34.31 17.75 18.34 19.25 67.88 20.51 16.13 47.64 72.61 65.33 65.66 57.73 59.10 54.27 64.13 18.28 18.10 64.44 69.58 69.58 54.59 56.72 54.52 52.93 65.59 73.17 73.17 76.86 77.99 77.99 77.98 77.99 54.21 77.98 47.81 12.49 16.27 69.81 31.62 78.00 71.78 24.41 21.64 21.59
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
13.62 12.63 58.82 12.63 9.76 9.16 9.16 4.83 2.38 63.23 2.70 2.69 10.71 2.52 0.98 0.92 64.86 0.56 0.00 0.61 19.89 14.65 15.33 16.17 13.58 33.18 66.12 31.66 18.55 19.26 72.44 19.67 16.73 16.96 37.10 74.18 34.59 18.51 19.22 19.74 67.88 20.62 16.85 48.93 72.61 67.97 70.08 66.26 59.99 58.21 71.47 18.28 18.10 64.49 69.58 69.59 59.55 60.94 58.74 58.62 65.59 73.17 73.17 76.88 77.99 77.99 77.98 77.99 55.99 77.99 47.81 15.44 17.45 69.81 32.87 78.00 72.34 26.61 22.22 27.91
14.52 13.56 63.28 13.11 11.71 9.66 4.82 2.35 2.54 64.89 2.68 3.77 10.55 2.18 0.92 0.56 72.34 0.24 0.00 22.23 22.37 15.34 16.17 17.44 13.88 22.23 70.60 33.57 19.26 19.66 74.11 20.67 16.92 16.92 34.04 68.00 37.39 19.23 19.74 20.60 77.57 21.28 16.26 52.05 73.61 69.58 66.31 60.00 69.39 57.53 64.13 18.85 18.26 64.44 69.58 69.58 57.78 58.76 58.62 57.04 65.60 73.24 73.58 76.87 78.00 78.00 78.00 78.00 58.47 77.99 78.00 17.44 37.75 77.03 55.22 78.00 72.03 25.89 22.12 23.07
60.07 61.48 30.51 58.21 60.12 60.66 59.21 59.43 57.25 71.46 46.55 44.52 38.21 24.44 16.01 23.50 71.80 21.51 5.16 71.23 25.89 19.30 29.82 40.59 9.09 71.55 0.00 27.61 27.07 36.70 70.57 38.80 13.83 59.45 70.20 74.84 26.76 32.25 42.87 48.15 74.45 28.75 28.98 6.48 0.00 0.29 54.39 57.61 58.54 42.40 67.21 0.00 0.00 52.98 47.70 49.35 33.67 30.18 33.56 34.72 36.97 0.00 0.00 69.04 1.46 2.36 0.01 0.45 7.87 9.49 38.25 69.50 73.09 70.19 0.00 77.97 76.55 69.98 52.93 76.94
3.01 1.18 15.78 10.56 3.14 2.81 4.72 2.14 2.11 35.80 2.03 1.85 9.19 2.14 0.86 0.54 39.29 0.24 0.00 0.00 16.20 10.90 9.93 10.31 9.72 20.19 15.03 21.92 15.14 14.30 40.09 15.51 10.52 10.56 29.14 39.84 21.80 15.08 14.04 14.75 34.66 13.23 5.31 19.41 16.20 24.70 34.47 32.15 34.37 22.95 40.67 0.00 0.00 48.95 51.39 39.81 34.80 35.86 37.25 36.10 33.51 30.65 16.82 43.32 1.46 2.36 0.01 14.47 15.78 9.64 0.00 8.35 9.98 38.88 10.08 45.38 46.41 3.85 16.37 5.57
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U-97 U-98 U-99
22.84 77.94 69.18
34.99 77.94 75.28
23.21 77.95 71.25
77.22 70.98 76.11
3.10 34.43 35.43
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 18.66 829 8.00 8.00 8.00 3.136 125.20 0.0 100.0 PS-HC1-LEAD 18.66 829 8.00 8.00 8.00 3.136 125.20 0.0 100.0
Analysis begun on: Tue Nov 17 10:33:15 2015 Analysis ended on: Tue Nov 17 10:39:39 2015 Total elapsed time: 00:06:24
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2015 H&H “Control” Model Results Report 100 Year 72 Hour Event Page - 63 of 63
APPENDIX E
Solution H&H Model Input Report
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
[OPTIONS] FLOW_UNITS CFS INFILTRATION CURVE_NUMBER FLOW_ROUTING DYNWAVE ALLOW_PONDING YES DRY_DAYS 5.000000 SKIP_STEADY_STATE NO IGNORE_RAINFALL NO IGNORE_SNOWMELT YES IGNORE_GROUNDWATER NO IGNORE_QUALITY YES FORCE_MAIN_EQUATION H-W LINK_OFFSETS DEPTH MIN_SLOPE 0.000000 START_DATE 01/01/2002 START_TIME 00:00 END_DATE 01/04/2002 END_TIME 06:00 REPORT_START_DATE 01/01/2002 REPORT_START_TIME 00:00 SWEEP_START 01/01 SWEEP_END 12/31 WET_STEP 00:05:00 DRY_STEP 00:05:00 ROUTING_STEP 4.000000 REPORT_STEP 00:01:00 INERTIAL_DAMPING FULL VARIABLE_STEP 0.610000 LENGTHENING_STEP 7 MIN_SURFAREA 0.000000 NORMAL_FLOW_LIMITED SLOPE MAX_TRIALS 5 HEAD_TOLERANCE 1.000000 [EXTENDED_OPTIONS] Conduit_InvertElevation MAX_STEP 2500 Rim_Elevation YES UnitHydrograph_Type
[RAINGAGES] MEANANNUAL RAINGAUGE_100YR RAINGAUGE_10YR RAINGAUGE_25YR RAINGAUGE_5YR
YES
Standard
CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE
0.250000 0.250000 0.250000 0.250000 0.250000
1.000000 1.000000 1.000000 1.000000 1.000000
TIMESERIES TIMESERIES TIMESERIES TIMESERIES TIMESERIES
MEANANNUAL 100YR72HRSTORM 10YR72HRSTORM 25YR72HR 5YR72HRSTORM
RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR
J-541 J-534 J-132 J-158 J-74 J-481 J-482 J-129 J-99 J-487 J-67 J-63 J-355 J-489 J-188 J-256 J-351 J-354 J-341 J-191 J-253 J-198 J-266 J-238 J-512
1.857639 2.452711 2.840024 6.847408 2.016822 1.503526 1.450452 3.602990 3.308419 1.480570 1.508301 3.728697 2.274664 1.914806 2.880840 2.698432 2.310935 2.354276 4.418571 1.916642 1.782763 4.234923 1.653328 1.460504 0.997760
45.471043 65.000000 38.000000 38.000000 38.000000 20.363015 54.966769 38.015839 38.000000 50.433653 38.000000 38.000000 19.513439 45.144165 38.000000 38.026061 38.096335 40.458490 39.193636 38.078072 38.000000 38.072068 38.000000 38.000000 65.000000
0.817771 0.939668 1.011142 1.570053 0.852089 0.735710 0.722608 1.138893 1.091344 0.730072 0.736877 1.158590 0.904919 0.830259 1.018382 0.985614 0.912106 0.920619 1.261224 0.830657 0.801121 1.234736 0.771491 0.725108 0.599327
[HYDROGRAPHS] [TEMPERATURE] [ADJUSTMENTS] [SUBCATCHMENTS] SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11936 SUB-11944 SUB-11948 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11970 SUB-11972 SUB-11978 SUB-11984 SUB-11986 SUB-11988 SUB-11990 SUB-11994 SUB-11998 SUB-12004 SUB-12010 SUB-12014
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Â
1.664540 2.119008 1.152244 0.518197 0.893295 0.561716 0.503895 1.828677 1.060137 0.837230 1.773706 0.739077 0.978853 0.885184 1.381654 1.736567 0.714544 0.605257 1.319807 1.567722 2.181504 0.809575 1.670416 1.471121 0.955973
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
Tier 1 Improvements H&H Model Input Report Page - 1 of 60
SUB-12016 SUB-12024 SUB-12036 SUB-12044 SUB-12046 SUB-12048 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12072 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12110 SUB-12112 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154 SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268
RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR RAINGAUGE_25YR
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374 SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
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[INFILTRATION] SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11936 SUB-11944 SUB-11948 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11970 SUB-11972 SUB-11978 SUB-11984 SUB-11986 SUB-11988 SUB-11990 SUB-11994 SUB-11998 SUB-12004 SUB-12010 SUB-12014 SUB-12016 SUB-12024 SUB-12036 SUB-12044 SUB-12046 SUB-12048 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12072 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12110 SUB-12112 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET OUTLET
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SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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[AQUIFERS] [GROUNDWATER] [GWF] [SNOWPACKS] [JUNCTIONS] J-102 -4.560000 J-104 -4.560000 J-106 -4.560000 J-109 -4.560000 J-11 -4.560000 J-110 -4.121000 J-113 -4.560000 J-114 -4.560000 J-118 -4.560000 J-12 -4.560000 J-121 -4.560000 J-126 -3.560000 J-126A -3.560000 J-127 -3.560000 J-128 -3.560000 J-129 -3.560000 J-130 -3.560000 J-131 -3.560000 J-132 -3.560000 J-137 -3.560000
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Input Report Page - 8 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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J-766 -3.560000 6.850000 0.000000 J-766A -3.560000 13.560000 J-768 -3.560000 6.850000 0.000000 J-769 -3.560000 6.850000 0.000000 J-77 -3.560000 5.950000 0.000000 J-771 -3.560000 6.850000 0.000000 J-772 -3.560000 6.860000 0.000000 J-774 -3.560000 6.850000 0.000000 J-776 -3.560000 6.850000 0.000000 J-778 -3.560000 6.850000 0.000000 J-77A -3.560000 13.560000 J-77B -3.560000 13.560000 J-780 -3.560000 6.860000 0.000000 J-782 -3.560000 6.850000 0.000000 J-784 -3.560000 6.850000 0.000000 J-786 -3.560000 6.850000 0.000000 J-788 -3.560000 6.850000 0.000000 J-790 -3.560000 6.850000 0.000000 J-792 -3.560000 6.860000 0.000000 J-793 -3.560000 6.850000 0.000000 J-795 -3.560000 6.850000 0.000000 J-799 -3.600000 7.040000 0.000000 J-799-WEIR-EAC -3.600000 7.040000 J-80 -3.560000 6.560000 0.000000 J-800 -3.600000 6.240000 0.000000 J-802 -3.600000 6.140000 0.000000 J-806 -3.600000 6.140000 0.000000 J-809 -3.600000 6.190000 0.000000 J-810 -3.600000 5.940000 0.000000 J-813 -3.600000 6.040000 0.000000 J-816 -3.600000 5.940000 0.000000 J-819 -3.600000 6.140000 0.000000 J-82 -4.060000 7.060000 0.000000 J-822 -3.600000 6.040000 0.000000 J-826 -3.600000 5.940000 0.000000 J-829 -3.600000 6.140000 0.000000 J-83 -4.060000 7.060000 0.000000 J-831 -3.600000 6.090000 0.000000 J-836 -3.600000 6.140000 0.000000 J-838 -3.600000 5.940000 0.000000 J-83A -4.060000 14.060000 J-84 -4.060000 7.060000 0.000000 J-841 -3.600000 5.740000 0.000000 J-844 -3.600000 5.540000 0.000000 J-848 -3.600000 6.040000 0.000000 J-850 -3.600000 6.600000 0.000000 J-851 -3.600000 6.290000 0.000000 J-856 -9.000000 12.500000 J-860 -3.600000 5.690000 0.000000 J-863 -3.600000 5.690000 0.000000 J-865 -3.600000 6.140000 0.000000 J-868 -3.600000 6.040000 0.000000 J-87 -4.060000 6.500000 0.000000 J-870 -3.600000 6.190000 0.000000 J-879 -3.560000 7.060000 0.000000 J-88 -4.060000 6.500000 0.000000 J-880 -4.060000 5.660000 0.000000 J-881 -3.560000 8.230000 0.000000 J-882 -3.560000 5.560000 0.000000 J-883 -5.560000 7.560000 0.000000 J-884 -3.560000 5.560000 0.000000 J-888 -3.560000 5.439000 0.000000 J-889 -3.560000 5.516000 0.000000 J-891 -3.560000 5.560000 0.000000 J-892 -3.560000 5.664000 0.000000 J-894 -3.560000 5.321000 0.000000 J-896 -3.560000 5.189000 0.000000 J-899 -3.560000 5.660000 0.000000 J-899A -3.560000 13.560000 J-902 -4.462000 6.049000 0.000000 J-903 -4.372000 6.840000 0.000000 J-903A -3.560000 13.560000 J-910 -3.560000 7.560000 0.000000 J-912 -3.560000 7.560000 0.000000 J-917 -3.500000 9.500000 0.000000 J-918 -3.500000 6.540000 0.000000 J-920 -4.000000 8.000000 0.000000 J-934 -3.560000 5.643000 0.000000 J-934A -3.560000 13.560000 J-951 -3.560000 8.180000 0.000000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.000000 12336.840000 0.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 11315.120000 0.000000 2500.000000 0.000000 0.000000 2500.000000 0.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 17310.070000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 6044.330000 0.000000 2500.000000 0.000000 2500.000000 0.000000 0.000000 2500.000000 0.000000 16203.440000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2992.240000 0.000000 2500.000000 0.000000 2500.000000 0.000000 26471.900000 0.000000 2500.000000 0.000000 2500.000000 0.000000 27135.030000 0.000000 31337.950000 0.000000 2500.000000 0.000000 14461.760000 0.000000 25597.450000 0.000000 22917.370000 0.000000 25628.020000 0.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 45067.350000 0.000000 2500.000000 0.000000 2500.000000 0.000000 3393.710000 0.000000 10.000000 2500.000000 0.000000 2632.190000 0.000000 2500.000000 0.000000 9388.280000 0.000000 2500.000000 0.000000 2500.000000 0.000000 14785.630000 10.000000 29246.160000 0.000000 2500.000000 0.000000 11978.020000 0.000000 2500.000000 0.000000 23663.500000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 522.120000 0.000000 2500.000000 0.000000 1207.190000 0.000000 2500.000000 0.000000 16105.000000 0.000000 0.000000 2500.000000 0.000000 2500.000000 0.000000 9536.400000 0.000000 0.000000 2500.000000 0.000000 26296.000000 0.000000 64525.790000 0.000000 2500.000000 0.000000 37468.710000 0.000000 2500.000000 0.000000 7798.960000 0.000000 0.000000 2500.000000 0.000000 16032.620000
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J-953 -3.560000 7.600000 J-954 -3.560000 7.000000 J-958 -1.360000 3.460000 J-96 -4.060000 7.060000 J-963 -4.560000 4.560000 J-99 -3.560000 5.600000 JCT-24 -3.560000 6.000000 JCT-26 -5.938000 8.000000 JCT-26-WEIR -5.490000 JCT-28 -4.060000 7.060000 JCT-28-WEIR -3.560000 JCT-30 -4.560000 4.560000 JCT-32 -3.560000 6.214000 JCT-32-WEIR -3.560000 JCT-36 -3.560000 7.360000 JCT-46 -3.560000 6.560000 JCT-64 -4.000000 6.500000
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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CDT-109 CDT-11 CDT-111 CDT-113 CDT-115 CDT-121 CDT-123 CDT-125 CDT-171 CDT-173 CDT-175 CDT-177 CDT-179 CDT-181 CDT-183 CDT-185 CDT-187 CDT-189 CDT-191 CDT-193 CDT-195 CDT-197 CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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CDT-95 J-180 CDT-97 J-185A CDT-99 J-213A J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 J-5 U-100 J-170 U-101 J-164 U-102 J-169 U-103 J-165 U-104 J-168 U-105 J-166 U-106 J-167 U-11 J-12 U-110 J-84 U-112 J-82 U-113 J-761 U-114 J-188 U-118 J-87 U-121 J-185 U-122 J-88 U-125 J-96 U-129 J-99 U-13 J-11 U-131 J-180 U-141 J-213 U-142 J-212 U-147 J-195 U-15 J-15 U-150 J-198 U-153 J-199 U-155 J-204 U-156 J-203 U-158 J-206 U-16 J-25 U-160 J-209 U-161 J-217 U-165 J-324 U-167 J-323 U-17 J-18 U-171 J-321 U-172 J-317 U-176 J-314 U-177 J-312 U-18 J-24 U-181 J-310 U-184 J-305 U-186 J-304 U-191 J-290 U-193 J-293 U-195 J-295 U-196 J-296 U-197 J-297 U-199 J-300 U-20 J-27 U-200 J-301 U-201 J-286 U-202 J-275 U-203 J-285 U-204 J-283 U-206 J-288 U-207 J-283 U-208 J-282 U-211 J-281 U-213 J-280 U-214 J-278 U-22 J-647 U-220 J-275 U-221 J-269 U-227 J-244 U-228 J-247 U-231 J-248 U-232 J-249 U-233 J-267 U-237 J-242 U-239 J-238 U-240 J-235
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Input Report Page - 17 of 60
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Input Report Page - 20 of 60
U-688 J-748 U-690 J-745 U-694 J-740 U-695 J-741 U-696 J-744 U-70 J-155 U-701 J-755 U-704 J-761 U-706 J-106 U-707 J-121 U-708 J-109 U-71 J-153 U-710 J-113 U-711 J-114 U-717 J-423 U-718 J-450 U-719 J-445 U-720 J-448 U-721-NEW U-725 J-565 U-727 J-766 U-729 J-768 U-73 J-152 U-731 J-769 U-732 J-771 U-734 J-774 U-736 J-776 U-738 J-778 U-74 J-149 U-740 J-778 U-741 J-782 U-743 J-784 U-745 J-784 U-747 J-786 U-749 J-788 U-75 J-148 U-751 J-790 U-753 J-795 U-755 J-793 U-763 J-870 U-766 J-868 U-769 J-865 U-77 J-147 U-772 J-863 U-775 J-860 U-778 J-851 U-783 J-838 U-786 J-841 U-789 J-844 U-792 J-848 U-795 J-850 U-796 J-809 U-8 J-7 U-801 J-822 U-804 J-819 U-807 J-816 U-81 J-140 U-810 J-813 U-811 J-810 U-815 J-806 U-816 J-800 U-82 J-139 U-820 J-826 U-823 J-829 U-826 J-831 U-829 J-836 U-83 J-137 U-832 J-802 U-833 J-799 U-834-EAC U-835 J-903 U-837 J-495 U-838 J-884 U-839 J-883 U-840 J-882 U-841 J-881 U-842 J-880 U-846 J-126 U-847 J-127 U-848 J-128
J-749 J-748 J-741 J-744 J-745 J-153 J-757 J-109 J-761 J-106 J-113 J-152 J-114 J-118 J-450 J-445 J-444 J-763 J-763 J-764 J-768 J-769 J-148 J-771 J-772 J-772 J-774 J-776 J-148 J-780 J-780 J-782 J-786 J-788 J-790 J-147 J-795 J-792 J-792 J-868 J-865 J-863 J-140 J-860 J-856 J-856 J-841 J-844 J-848 J-850 J-851 J-851 J-6 J-819 J-816 J-813 J-139 J-810 J-809 J-809 J-806 J-137 J-829 J-831 J-836 J-802 J-132 J-800 J-800 J-484 J-495 J-493 J-883 J-882 J-881 J-880 J-879 J-127 J-128 J-110
147.294033 204.528277 200.273295 148.594847 49.561042 102.267140 30.317058 272.027999 10.479332 100.611463 234.670036 135.045984 9.516475 0.012000 67.132000 62.711895 188.619000 60.466000 85.040000 J-444-WEIR 50.523660 90.186317 77.439613 75.082174 150.073886 26.350000 110.721000 105.424371 148.391747 45.776686 64.501000 141.654000 112.895166 119.861502 164.402803 133.463525 111.672974 60.431133 79.782000 114.570000 145.096940 167.370469 204.358222 169.840833 147.960587 79.371361 301.130004 124.553364 253.905331 123.698870 238.260013 22.916023 299.930008 20.758114 120.226478 246.633911 161.660783 100.543000 202.386623 31.135912 174.900083 124.680116 255.401000 104.604813 204.656311 215.728497 205.683233 176.523501 22.985667 104.460123 J-799-WEIR-EAC 439.063000 37.455452 63.198000 139.534000 116.898590 25.543000 114.392000 252.309915 41.664635 203.983000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 1.500000 69.006000 0.012000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 2.000000 2.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 5.400000 0.012000 0.000000 5.400000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.000000 33.973000 0.012000 0.012000 -0.388000 0.012000 0.066000 0.000000 0.012000 0.000000 2.000000 0.012000 2.000000 0.000000 0.012000 0.000000 0.000000 0.012000 0.000000 0.500000 0.012000 0.500000 0.000000 0.012000 3.400000 3.030000 0.012000 3.030000 3.270000 0.012000 0.000000 0.561000
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U-851 J-899 U-852 J-889 U-854 J-888 U-856 J-891 U-858 J-892 U-860 J-894 U-863 J-896 U-864 J-902 U-865 J-750 U-866 J-749 U-867 J-910 U-868 J-912 U-869 J-271 U-871 J-918 U-872 J-917 U-874-NEW U-875 J-557 U-878 J-951 U-879 J-953 U-88 J-132 U-880 J-954 U-885 J-561 U-90 J-131 U-91 J-130 U-92 J-129 U-96 J-162 U-97 J-161 U-98 J-163 U-99 J-163
J-891 304.514017 J-891 145.533505 J-889 78.175329 J-892 42.934352 J-894 159.383056 J-896 297.241111 J-934 137.292330 J-903 44.770000 J-903 194.109000 J-750 127.670376 J-909 124.052332 J-911 163.961846 J-913 127.382000 J-919 157.167775 J-918 30.738630 J-692-WEIR J-693 J-920 155.542006 J-953 221.123982 J-954 234.697614 J-130 73.318945 J-555 48.516918 J-920 35.292539 J-130 120.405207 J-129 132.406683 J-118 51.239000 J-161 151.546587 J-131 157.664794 J-162 10.096281 J-164 145.234247
0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 -0.298000 -0.388000 0.012000 0.000000 -0.388000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 -0.060000 0.440000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 39.795000 0.012000 0.000000 0.000000 0.012000 4.948000 0.000000 0.000000 0.000000 0.012000 1.000000 1.000000 0.000000 0.000000 0.012000 1.000000 1.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 1.000000 1.400000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 1.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000 0.012000 0.000000 0.000000 0.000000 0.000000
[PUMPS] PS-HC1-LAG PS-HC1-LEAD
J-856-STORAGE-NEW JCT-46 J-856-STORAGE-NEW JCT-46
PS-HC1 PS-HC1
ON ON
0.000000 0.000000 0.000000
0.000000
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8.000000 5.000000 8.000000 5.000000
[ORIFICES] [WEIRS] W-WELL3D-NEW J-566 J-566-WEIR TRANSVERSE W-WELL4-11-NEW J-692-WEIR J-692 TRANSVERSE W-WELL6A-NEW J-268 J-268-WEIR TRANSVERSE W-WELL6D-NEW J-284 J-284-WEIR TRANSVERSE W-WELL7D-NEW J-444-WEIR J-444 TRANSVERSE W1-10-NEW JCT-28 JCT-28-WEIR TRANSVERSE W1-26-NEW JCT-26 JCT-26-WEIR TRANSVERSE W3-56-NEW J-673 JCT-30 TRANSVERSE 4.000000 W5-2-NEW JCT-32 JCT-32-WEIR TRANSVERSE 3.547000 W6A-26-NEW J-261 J-261-WEIR TRANSVERSE WA-10 JCT-24 J-884 TRANSVERSE 4.500000 3.330000 WA-4-NEW J-539-WEIR J-539A TRANSVERSE 4.500000 WEIR-11 J-745A J-191A TRANSVERSE 6.000000 0.750000 WEIR-13 J-748A J-341A TRANSVERSE 6.000000 0.750000 WEIR-15 J-750A J-351A TRANSVERSE 6.000000 0.750000 WEIR-17 J-902 J-354B TRANSVERSE 5.500000 0.750000 WEIR-19 J-355A J-359 TRANSVERSE 5.500000 0.750000 WEIR-21 J-596A J-611A TRANSVERSE 8.660000 0.750000 WEIR-23 J-611B J-598B TRANSVERSE 6.336000 0.750000 WEIR-25 J-585B J-572A TRANSVERSE 6.960000 0.750000 WEIR-27 J-591B J-572B TRANSVERSE 8.860000 0.750000 WEIR-29 J-591A J-598A TRANSVERSE 8.960000 0.750000 WEIR-3 J-223A J-180A TRANSVERSE 6.000000 0.750000 WEIR-31 J-5A J-673A TRANSVERSE 7.360000 0.750000 WEIR-33 J-19A J-654A TRANSVERSE 5.860000 0.750000 WEIR-35 J-25A J-653A TRANSVERSE 6.160000 0.750000 WEIR-37 J-571A J-563A TRANSVERSE 6.260000 0.750000 WEIR-39 J-571B J-288A TRANSVERSE 5.860000 0.750000 WEIR-41 J-15A J-290A TRANSVERSE 6.360000 0.750000 WEIR-43 J-328A J-314A TRANSVERSE 6.460000 0.750000 WEIR-45 J-27A J-321A TRANSVERSE 6.220000 0.750000 WEIR-47 J-647A J-40B TRANSVERSE 6.360000 0.750000 WEIR-49 J-40C J-54A TRANSVERSE 5.460000 0.750000 WEIR-5 J-180A J-126A TRANSVERSE 6.000000 0.750000 WEIR-51 J-54B J-42A TRANSVERSE 6.760000 0.750000 WEIR-53 J-647B J-61A TRANSVERSE 0.000000 0.750000 WEIR-55 J-40A J-58A TRANSVERSE 6.760000 0.750000 WEIR-57 J-624A J-899A TRANSVERSE 5.660000 0.750000 WEIR-59 J-31A J-59A TRANSVERSE 5.660000 0.750000 WEIR-61 J-324A J-59B TRANSVERSE 6.160000 0.750000 WEIR-63 J-83A J-77A TRANSVERSE 0.000000 0.750000 WEIR-65 J-734B J-498A TRANSVERSE 7.060000 0.750000 WEIR-67 J-734A J-766A TRANSVERSE 5.460000 0.750000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.700000 5.700000 6.700000 6.700000 6.700000 4.000000 5.400000 3.300000 3.330000 4.500000 NO 3.330000 NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO
3.330000 3.330000 3.330000 3.330000 3.330000 3.330000 3.330000 NO NO 3.330000 0 NO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
NO NO NO NO NO NO NO 0 0 NO 0.000000 0 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
0 0 0 0 0 0 0 0.000000 0.000000 0 YES 0.000000 NO NO NO YES NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO YES NO YES NO NO
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 YES YES 0.000000
YES YES YES YES YES YES YES
YES
YES
Tier 1 Improvements H&H Model Input Report Page - 22 of 60
WEIR-69 J-431A J-430A WEIR-7 J-213A J-185A WEIR-71 J-158A J-415A WEIR-73 J-432B J-415B WEIR-75 J-402A J-77B WEIR-77 J-423A J-459A WEIR-79 J-422A J-459A WEIR-81 J-380A J-422A WEIR-83 J-754A J-934A WEIR-85 J-934A J-903A WEIR-87 J-754A J-903A WEIR-9 J-195A J-188A WEIR-J-748 J-748 WEIR-J-754-STANTECT NO WEIR-J-799-EAC J-799
TRANSVERSE 5.960000 TRANSVERSE 6.000000 TRANSVERSE 6.960000 TRANSVERSE 7.060000 TRANSVERSE 6.660000 TRANSVERSE 6.560000 TRANSVERSE 6.660000 TRANSVERSE 6.860000 TRANSVERSE 5.560000 TRANSVERSE 5.560000 TRANSVERSE 5.560000 TRANSVERSE 6.000000 J-748-WEIR-STANTEC J-754-WEIR-STANTEC J-799-WEIR-EAC
0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 0.750000 NO 0 TRANSVERSE 1.000000 J-752 TRANSVERSE
TRANSVERSE
0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.750000 1.000000
2.500000 0.750000 NO
NO NO YES NO NO NO NO NO NO NO NO NO NO 0 0.750000 NO 0
0.000000 NO 0 0.000000
0.000000 YES
[OUTLETS] CDT-19 J-444 OFALL-10 0.000000 TABULAR/HEAD 7-D NO CDT-21 J-412 OFALL-12 0.000000 TABULAR/HEAD 7-C NO CDT-23 J-139 OFALL-14 0.000000 TABULAR/HEAD 8-B NO CDT-25 J-118 OFALL-16 0.000000 TABULAR/HEAD 8-C NO CDT-27 J-102 OFALL-18 0.000000 TABULAR/HEAD 8-A NO CDT-29 J-72 OFALL-20 0.000000 TABULAR/HEAD 7-A NO CDT-31 J-235 OFALL-26 0.000000 TABULAR/HEAD 6-C NO CDT-33 J-268-WEIR OFALL-22 0.000000 TABULAR/HEAD 6-A NO CDT-35 J-284-WEIR OFALL-24 0.000000 TABULAR/HEAD STDWELL NO CDT-37 J-312 OFALL-28 0.000000 TABULAR/HEAD STDWELLX2 NO CDT-39 J-11 OFALL-32 0.000000 TABULAR/HEAD 3-C NO CDT-41 J-566 OFALL-30 0.000000 TABULAR/HEAD STDWELL NO CDT-43 J-650 OFALL-34 0.000000 TABULAR/HEAD 3-B NO CDT-45 J-626 OFALL-36 0.000000 TABULAR/HEAD 3-A NO CDT-47 J-692 OFALL-38 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-49 J-603 OFALL-40 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-51 J-577 OFALL-42 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-53 J-702 OFALL-44 0.000000 TABULAR/HEAD 5-15 NO CDT-55 J-792 OFALL-46 0.000000 TABULAR/HEAD STDWELL NO CDT-57 J-772 OFALL-50 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-59 J-780 OFALL-48 0.000000 TABULAR/HEAD 2C-ENID NO CDT-61 J-736 OFALL-52 0.000000 TABULAR/HEAD STD-2400GPM NO CDT-63 J-721 OFALL-54 0.000000 TABULAR/HEAD S13W NO J33A_OUTFALL J-33 J-33A 0.000000 TABULAR/HEAD S-20 NO J567_OUTFALL J-567 J-567A 0.000000 TABULAR/HEAD S-20 NO U-331 J-385 J-386 0.000000 TABULAR/HEAD 7-B NO W-ENID-DRIVE J-754-WEIR-STANTEC WELL-W-ENID-DR 0.000000 TABULAR/DEPTH W-ENID-DRIVE_STDWELLX2 WELL-W-MCINTYRE J-748-WEIR-STANTEC OFALL-66 0.000000 TABULAR/HEAD WELL-W-MCINTYRE_STDWELLX2 NO [XSECTIONS] C-WELL3W FORCE_MAIN C-WELL4E FORCE_MAIN CDT-101 CIRCULAR 3.000000 CDT-103 CIRCULAR 3.000000 CDT-105 CIRCULAR 3.000000 CDT-107 CIRCULAR 3.000000 CDT-109 CIRCULAR 3.000000 CDT-11 CIRCULAR 1.066000 CDT-111 CIRCULAR 3.000000 CDT-113 CIRCULAR 3.000000 CDT-115 CIRCULAR 4.000000 CDT-121 CIRCULAR 3.000000 CDT-123 CIRCULAR 3.000000 CDT-125 CIRCULAR 4.000000 CDT-171 CIRCULAR 4.000000 CDT-173 CIRCULAR 4.000000 CDT-175 CIRCULAR 4.000000 CDT-177 CIRCULAR 4.000000 CDT-179 CIRCULAR 4.000000 CDT-181 CIRCULAR 4.000000 CDT-183 CIRCULAR 4.000000 CDT-185 CIRCULAR 4.000000 CDT-187 CIRCULAR 4.000000 CDT-189 CIRCULAR 4.000000 CDT-191 CIRCULAR 4.000000 CDT-193 CIRCULAR 4.000000 CDT-195 CIRCULAR 4.000000 CDT-197 CIRCULAR 4.000000 CDT-199 CIRCULAR 4.000000 CDT-201 CIRCULAR 4.000000 CDT-205 CIRCULAR 4.000000 CDT-207 CIRCULAR 4.000000
1.066000 2.400000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.000000 0.000000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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NO
0 0
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CDT-209 CIRCULAR CDT-211 CIRCULAR CDT-213 CIRCULAR CDT-215 CIRCULAR CDT-217 CIRCULAR CDT-219 CIRCULAR CDT-221 CIRCULAR CDT-223 CIRCULAR CDT-225 CIRCULAR CDT-227 CIRCULAR CDT-229 CIRCULAR CDT-231 CIRCULAR CDT-233 CIRCULAR CDT-235 CIRCULAR CDT-237 CIRCULAR CDT-239 CIRCULAR CDT-241 CIRCULAR CDT-243 CIRCULAR CDT-245 CIRCULAR CDT-247 CIRCULAR CDT-249 CIRCULAR CDT-251 CIRCULAR CDT-253 CIRCULAR CDT-255 CIRCULAR CDT-257 CIRCULAR CDT-259 CIRCULAR CDT-261 CIRCULAR CDT-263 CIRCULAR CDT-265 CIRCULAR CDT-267 CIRCULAR CDT-269 CIRCULAR CDT-271 CIRCULAR CDT-273 CIRCULAR CDT-275 CIRCULAR CDT-277 CIRCULAR CDT-279 CIRCULAR CDT-281 CIRCULAR CDT-283 CIRCULAR CDT-285 CIRCULAR CDT-287 CIRCULAR CDT-289 CIRCULAR CDT-291 CIRCULAR CDT-293 CIRCULAR CDT-295 CIRCULAR CDT-297 CIRCULAR CDT-299 CIRCULAR CDT-439 CIRCULAR CDT-493 CIRCULAR CDT-495 CIRCULAR CDT-525 CIRCULAR CDT-539 CIRCULAR CDT-87 CIRCULAR CDT-91 CIRCULAR CDT-93 CIRCULAR CDT-95 CIRCULAR CDT-97 CIRCULAR CDT-99 CIRCULAR J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 CIRCULAR U-100 CIRCULAR U-101 CIRCULAR U-102 CIRCULAR U-103 CIRCULAR U-104 CIRCULAR U-105 CIRCULAR U-106 CIRCULAR U-11 CIRCULAR U-110 CIRCULAR U-112 CIRCULAR U-113 CIRCULAR U-114 CIRCULAR U-118 CIRCULAR U-121 CIRCULAR U-122 CIRCULAR U-125 CIRCULAR U-129 CIRCULAR
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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[TRANSECTS] [LOSSES] C-WELL3W C-WELL4E CDT-101 CDT-103 CDT-105 CDT-107 CDT-109 CDT-11 CDT-111 CDT-113 CDT-115 CDT-121 CDT-123 CDT-125 CDT-171
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U-866 0.000000 U-867 0.000000 U-868 0.000000 U-869 0.000000 U-871 0.000000 U-872 0.000000 U-874-NEW U-875 0.000000 U-878 0.000000 U-879 0.000000 U-88 0.000000 U-880 0.000000 U-885 0.000000 U-90 0.000000 U-91 0.000000 U-92 0.000000 U-96 0.000000 U-97 0.000000 U-98 0.000000 U-99 0.000000
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[COVERAGES] SUB-11856 SUB-11856 SUB-11856 SUB-11856 SUB-11868 SUB-11924 SUB-11926 SUB-11930 SUB-11932 SUB-11932 SUB-11932 SUB-11936 SUB-11936 SUB-11936 SUB-11936 SUB-11944 SUB-11944 SUB-11948 SUB-11950 SUB-11950 SUB-11950 SUB-11954 SUB-11958 SUB-11968 SUB-11968 SUB-11968 SUB-11970 SUB-11970 SUB-11970 SUB-11972 SUB-11978 SUB-11978 SUB-11984
8140 1411 4200 1850 1340 1210 1210 1210 8140 1850 1411 8140 1850 1310 1210 5410 1210 1210 8140 1850 1310 1210 1210 1210 1411 1850 8140 1850 1310 1210 5410 1210 1210
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SUB-11984 SUB-11986 SUB-11986 SUB-11986 SUB-11988 SUB-11988 SUB-11990 SUB-11990 SUB-11994 SUB-11998 SUB-11998 SUB-12004 SUB-12010 SUB-12014 SUB-12016 SUB-12016 SUB-12024 SUB-12024 SUB-12036 SUB-12036 SUB-12044 SUB-12044 SUB-12046 SUB-12048 SUB-12048 SUB-12052 SUB-12052 SUB-12060 SUB-12062 SUB-12068 SUB-12068 SUB-12072 SUB-12084 SUB-12084 SUB-12086 SUB-12088 SUB-12100 SUB-12100 SUB-12110 SUB-12110 SUB-12112 SUB-12112 SUB-12116 SUB-12116 SUB-12122 SUB-12128 SUB-12132 SUB-12136 SUB-12138 SUB-12142 SUB-12142 SUB-12144 SUB-12150 SUB-12152 SUB-12154 SUB-12158 SUB-12160 SUB-12162 SUB-12164 SUB-12166 SUB-12168 SUB-12170 SUB-12172 SUB-12174 SUB-12176 SUB-12180 SUB-12182 SUB-12184 SUB-12186 SUB-12188 SUB-12190 SUB-12192 SUB-12194 SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12206
1710 1210 1411 1850 1210 1710 1210 1710 1210 1210 1710 1210 1210 1340 5410 1210 5410 1210 1210 1710 1340 5300 1210 1210 1710 5410 1210 1210 1210 1210 1411 1210 5410 1210 1210 1210 5410 1210 5410 1210 5410 1210 5410 1210 1210 1210 1210 1210 1210 5410 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1411
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SUB-12208 SUB-12208 SUB-12210 SUB-12212 SUB-12212 SUB-12214 SUB-12214 SUB-12216 SUB-12216 SUB-12218 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12284 SUB-12284 SUB-12286 SUB-12286 SUB-12286 SUB-12288 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12310 SUB-12310 SUB-12310 SUB-12312 SUB-12314 SUB-12314 SUB-12314 SUB-12316 SUB-12316 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12340 SUB-12344
1210 1411 1210 1210 1710 1210 1710 1210 1411 1210 1411 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1411 1400 1210 1850 1411 1210 1850 1210 1210 1210 1210 1210 1210 1210 1400 1210 1210 1210 1400 1700 1411 1210 1210 1700 1340 1210 1400 1340 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1210 1340 1210
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SUB-12346 SUB-12346 SUB-12348 SUB-12348 SUB-12350 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12364 SUB-12366 SUB-12366 SUB-12366 SUB-12368 SUB-12368 SUB-12368 SUB-12372 SUB-12372 SUB-12374 SUB-12376 SUB-12380 SUB-12382 SUB-12382 SUB-12382 SUB-12386 SUB-12386 SUB-12386 SUB-12386 SUB-12388 SUB-12388 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12424 SUB-12424 SUB-12428 SUB-12428 SUB-12428 SUB-12430 SUB-12430 SUB-12430 SUB-12432 SUB-12434 SUB-12434 SUB-12434 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12444 SUB-12444 SUB-12444 SUB-12446 SUB-12446 SUB-12446 SUB-12446 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12454 SUB-12456 SUB-12456 SUB-12458
8140 1210 1210 1340 1210 1340 1210 1210 1210 1340 1210 1210 1310 1210 1340 1310 1210 8140 1400 1411 8140 1340 1340 1340 1340 8140 1340 1400 8140 1340 1411 1310 8140 1340 1411 1340 1340 1340 1340 1340 1340 1340 1340 1340 1340 1340 1340 8140 1340 1411 8140 1210 1340 8140 1210 1340 1210 8140 1210 1340 1330 1210 1210 8140 1411 1340 1400 8140 1850 1210 1411 1340 1210 1210 1210 1210 1710 1210 1710 1210
0.022784 99.977216 93.604633 6.395367 93.715474 6.284526 100.000000 100.000000 92.793257 7.206743 100.000000 100.000000 37.995792 62.004208 0.023229 18.204576 81.772195 82.556089 8.127206 9.316705 12.418480 87.581520 100.000000 100.000000 100.000000 93.609512 1.039116 5.351373 92.009175 6.238746 1.355893 0.396187 90.467914 6.482008 3.050077 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 100.000000 85.386934 12.810336 1.802731 88.197707 2.932338 8.869956 51.045701 35.294909 13.659390 100.000000 53.330221 43.629336 1.143717 1.896730 100.000000 100.000000 93.875337 0.223198 4.131903 1.769563 86.467161 0.111743 8.060081 4.990660 0.370355 100.000000 100.000000 100.000000 86.514099 13.485901 87.935771 12.064229 76.399801
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SUB-12458
1411
23.600199
[COND_QUALITY] [BUILDUP] [WASHOFF] [TREATMENT] [DWF] [LOADINGS] [CURVES] 02WELLS 02WELLS 02WELLS 02WELLS 02WELLS 04WELLS 04WELLS 04WELLS 04WELLS 04WELLS 06WELLS 06WELLS 06WELLS 06WELLS 06WELLS 08WELLS 08WELLS 08WELLS 08WELLS 08WELLS 10WELLS 10WELLS 10WELLS 10WELLS 10WELLS 1W 1W 1W 1W 1W 1W 1W 1W-ENID 1W-ENID 1W-ENID 1W-ENID 1W-ENID 2C-ENID 2C-ENID 2C-ENID 2C-ENID 2C-ENID 2E 2E 2E 2E 2E 2E 2E 3-A 3-A 3-A 3-A 3-A 3-B 3-B 3-B 3-B 3-B 3-C 3-C 3-C 3-C 3-C 3-D
PUMP3 0.000000 22.000000 1.000000 22.000000 2.000000 22.000000 3.000000 22.000000 4.000000 22.000000 PUMP3 0.000000 44.000000 1.000000 44.000000 2.000000 44.000000 3.000000 44.000000 4.000000 44.000000 PUMP3 0.000000 65.000000 1.000000 65.000000 2.000000 65.000000 3.000000 65.000000 4.000000 65.000000 PUMP3 0.000000 88.000000 1.000000 88.000000 2.000000 88.000000 3.000000 88.000000 4.000000 88.000000 PUMP3 0.000000 60.000000 1.000000 60.000000 2.000000 60.000000 3.000000 60.000000 4.000000 60.000000 RATING 0.000000 0.000000 0.250000 0.544000 0.500000 1.089000 1.000000 2.178000 2.000000 4.356000 3.000000 6.534000 4.000000 8.711000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 10.000000 2.841000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 10.000000 2.841000 RATING 0.000000 0.000000 0.250000 0.521000 0.500000 1.042000 1.000000 2.083000 2.000000 4.166000 3.000000 6.250000 4.000000 8.333000 RATING 0.000000 0.000000 0.250000 0.303000 0.500000 0.606000 1.000000 1.212000 10.000000 1.212000 RATING 0.000000 0.000000 0.250000 0.156000 0.500000 0.312000 1.000000 0.625000 10.000000 0.625000 RATING 0.000000 0.000000 0.250000 0.568000 0.500000 1.136000 1.000000 2.273000 10.000000 2.273000 RATING 0.000000 0.000000
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3-D 3-D 3-D 3-D 3W 3W 3W 3W 3W 3W 3W 4-11 4-11 4-11 4-11 4-11 4-11 4E 4E 4E 4E 4E 4E 5-15 5-15 5-15 5-15 6-A 6-A 6-A 6-A 6-B 6-B 6-B 6-B 6-B 6-B 6-B 6-C 6-C 6-C 6-C 6-C 6-D 6-D 6-D 6-D 7-A 7-A 7-A 7-A 7-A 7-B 7-B 7-B 7-B 7-B 7-C 7-C 7-C 7-C 7-C 7-D 7-D 7-D 7-D 8-A 8-A 8-A 8-A 8-B 8-B 8-B 8-B 8-C 8-C 8-C 8-C C-TIDE C-TIDE
0.250000 0.237000 0.500000 0.473000 1.000000 0.947000 10.000000 0.947000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 2.000000 5.681000 3.000000 8.522000 4.000000 11.363000 RATING 0.000000 0.000000 0.500000 0.920000 1.000000 1.800000 2.000000 3.550000 3.000000 5.050000 4.000000 5.990000 RATING 0.000000 0.000000 0.500000 3.930000 1.000000 7.700000 2.000000 15.230000 3.000000 21.650000 4.000000 25.660000 RATING 0.000000 0.000000 0.500000 1.670000 1.000000 3.300000 10.000000 3.300000 RATING 0.000000 0.000000 0.500000 0.983000 1.000000 1.952000 10.000000 1.952000 RATING 0.000000 0.000000 0.250000 0.568000 0.500000 1.136000 1.000000 2.273000 2.000000 4.545000 3.000000 6.818000 4.000000 9.090000 RATING 0.000000 0.000000 0.250000 0.568000 0.500000 1.136000 1.000000 2.273000 10.000000 2.273000 RATING 0.000000 0.000000 0.500000 1.965000 1.000000 3.850000 10.000000 3.850000 RATING 0.000000 0.000000 0.250000 0.360000 0.500000 0.720000 1.000000 1.439000 10.000000 1.439000 RATING 0.000000 0.000000 0.250000 0.426000 0.500000 0.852000 1.000000 1.704000 10.000000 1.704000 RATING 0.000000 0.000000 0.250000 0.710000 0.500000 1.420000 1.000000 2.841000 10.000000 2.841000 RATING 0.000000 0.000000 0.500000 2.360000 1.000000 4.620000 10.000000 4.620000 RATING 0.000000 0.000000 0.500000 1.050000 1.000000 2.055000 10.000000 2.055000 RATING 0.000000 0.000000 0.500000 0.720000 1.000000 1.410000 10.000000 1.410000 RATING 0.000000 0.000000 0.500000 1.965000 1.000000 3.850000 10.000000 3.850000 TIDAL 0.000000 -0.960000 1.000000 -0.960000
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C-TIDE 2.000000 -1.200000 C-TIDE 3.000000 -1.340000 C-TIDE 4.000000 -1.110000 C-TIDE 5.000000 -0.680000 C-TIDE 6.000000 -0.260000 C-TIDE 7.000000 0.140000 C-TIDE 8.000000 0.500000 C-TIDE 9.000000 0.603000 C-TIDE 10.000000 0.480000 C-TIDE 11.000000 0.120000 C-TIDE 12.000000 -0.200000 C-TIDE 13.000000 -0.510000 C-TIDE 14.000000 -0.750000 C-TIDE 15.000000 -0.852000 C-TIDE 16.000000 -0.717000 C-TIDE 17.000000 -0.420000 C-TIDE 18.000000 -0.090000 C-TIDE 19.000000 0.240000 C-TIDE 20.000000 0.510000 C-TIDE 21.000000 0.605000 C-TIDE 22.000000 0.470000 C-TIDE 23.000000 0.120000 C-TIDE 24.000000 -0.220000 C-TIDE 25.000000 -0.560000 C-TIDE 26.000000 -0.850000 C-TIDE 27.000000 -1.050000 C-TIDE 28.000000 -1.090000 C-TIDE 29.000000 -0.720000 C-TIDE 30.000000 -0.410000 C-TIDE 31.000000 -0.010000 C-TIDE 32.000000 0.340000 C-TIDE 33.000000 0.597000 C-TIDE 34.000000 0.631000 C-TIDE 35.000000 0.400000 C-TIDE 36.000000 0.080000 C-TIDE 37.000000 -0.190000 C-TIDE 38.000000 -0.500000 C-TIDE 39.000000 -0.660000 C-TIDE 40.000000 -0.770000 C-TIDE 41.000000 -0.630000 C-TIDE 42.000000 -0.400000 C-TIDE 43.000000 -0.120000 C-TIDE 44.000000 0.170000 C-TIDE 45.000000 0.380000 C-TIDE 46.000000 0.390000 C-TIDE 47.000000 0.190000 C-TIDE 48.000000 -0.140000 C-TIDE 49.000000 -0.470000 C-TIDE 50.000000 -0.770000 C-TIDE 51.000000 -1.050000 C-TIDE 52.000000 -1.220000 C-TIDE 53.000000 -1.200000 C-TIDE 54.000000 -0.876000 C-TIDE 55.000000 -0.498000 C-TIDE 56.000000 -0.104000 C-TIDE 57.000000 0.204000 C-TIDE 58.000000 0.388000 C-TIDE 59.000000 0.372000 C-TIDE 60.000000 0.134000 C-TIDE 61.000000 -0.138000 C-TIDE 62.000000 -0.434000 C-TIDE 63.000000 -0.716000 C-TIDE 64.000000 -0.916000 C-TIDE 65.000000 -0.995000 C-TIDE 66.000000 -0.842000 C-TIDE 67.000000 -0.572000 C-TIDE 68.000000 -0.310000 C-TIDE 69.000000 -0.030000 C-TIDE 70.000000 0.160000 C-TIDE 71.000000 0.210000 C-TIDE 72.000000 0.060000 INJECTION RATING 0.500000 1.120000 INJECTION 1.000000 2.230000 INJECTION 2.000000 4.460000 INJECTION 3.000000 6.700000 INJECTION 4.000000 8.930000 PROP-10W RATING 0.000000 0.000000 PROP-10W 1.000000 22.000000 PROP-10W 2.000000 44.000000 PROP-10W 3.000000 66.000000
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PROP-2W RATING 0.000000 0.000000 PROP-2W 3.000000 17.000000 PROP-5W RATING 0.000000 0.000000 PROP-5W 1.000000 11.160000 PROP-5W 2.000000 22.320000 PROP-5W 3.000000 33.481000 PS-HC1 PUMP3 0.000000 8.000000 PS-HC1 1.000000 8.000000 PS-HC1 2.000000 8.000000 PS-HC1 3.000000 8.000000 PS-OL1 PUMP3 0.000000 2.000000 PS-OL1 1.000000 2.000000 PS-OL1 2.000000 2.000000 PS-OL1 3.000000 2.000000 PS-OL1 16.000000 8.910000 S-20 RATING 0.000000 0.000000 S-20 0.500000 1.440000 S-20 1.000000 2.820000 S-20 10.000000 2.820000 S13W RATING 0.000000 0.000000 S13W 0.250000 0.710000 S13W 0.500000 1.420000 S13W 1.000000 2.841000 S13W 10.000000 2.841000 STD-2400GPM RATING 0.000000 0.000000 STD-2400GPM 0.500000 0.655000 STD-2400GPM 1.000000 1.285000 STDWELL RATING 0.000000 0.000000 STDWELL 0.850000 1.897000 STDWELLX2 RATING 0.000000 0.000000 STDWELLX2 0.850000 3.795000 STDWELLX2 10.000000 3.795000 WET-WELL STORAGE 1.000000 201.000000 WET-WELL 2.000000 201.000000 WET-WELL 3.000000 201.000000 WET-WELL 4.000000 201.000000 WET-WELL 5.000000 201.000000 WET-WELL 6.000000 201.000000 WET-WELL 7.000000 201.000000 WET-WELL 8.000000 201.000000 WET-WELL 9.000000 201.000000 WET-WELL 10.000000 201.000000 WET-WELL 11.000000 201.000000 WET-WELL 12.000000 201.000000 WET-WELL 13.000000 201.000000 WET-WELL 14.000000 201.000000 WET-WELL 15.000000 201.000000 WET-WELL 16.000000 201.000000 W-ENID-DRIVE_STDWELLX2 RATING 0.000000 0.000000 W-ENID-DRIVE_STDWELLX2 0.850000 3.795000 W-ENID-DRIVE_STDWELLX2 10.000000 3.795000 WELL-W-MCINTYRE_STDWELLX2 RATING 0.000000 0.000000 WELL-W-MCINTYRE_STDWELLX2 0.850000 3.795000 WELL-W-MCINTYRE_STDWELLX2 10.000000 3.795000
[TIMESERIES] 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
0 0.250000 0.500000 0.750000 1 1.250000 1.500000 1.750000 2 2.250000 2.500000 2.750000 3 3.250000 3.500000 3.750000 4 4.250000 4.500000 4.750000 5 5.250000
0.000000 0.010000 0.020000 0.030000 0.040000 0.050000 0.050000 0.070000 0.070000 0.080000 0.090000 0.100000 0.110000 0.120000 0.130000 0.140000 0.140000 0.160000 0.160000 0.170000 0.180000 0.190000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
5.500000 0.200000 5.750000 0.210000 6 0.220000 6.250000 0.230000 6.500000 0.240000 6.750000 0.250000 7 0.260000 7.250000 0.260000 7.500000 0.280000 7.750000 0.280000 8 0.290000 8.250000 0.300000 8.500000 0.310000 8.750000 0.320000 9 0.330000 9.250000 0.340000 9.500000 0.350000 9.750000 0.350000 10 0.370000 10.250000 10.500000 10.750000 11 0.400000 11.250000 11.500000 11.750000 12 0.440000 12.250000 12.500000 12.750000 13 0.470000 13.250000 13.500000 13.750000 14 0.510000 14.250000 14.500000 14.750000 15 0.550000 15.250000 15.500000 15.750000 16 0.580000 16.250000 16.500000 16.750000 17 0.620000 17.250000 17.500000 17.750000 18 0.660000 18.250000 18.500000 18.750000 19 0.700000 19.250000 19.500000 19.750000 20 0.730000 20.250000 20.500000 20.750000 21 0.770000 21.250000 21.500000 21.750000 22 0.800000 22.250000 22.500000 22.750000 23 0.840000 23.250000 23.500000 23.750000 24 0.880000 24.250000 24.500000 24.750000 25 0.930000 25.250000
0.370000 0.380000 0.390000 0.410000 0.420000 0.430000 0.450000 0.460000 0.470000 0.490000 0.490000 0.500000 0.520000 0.530000 0.540000 0.560000 0.560000 0.580000 0.590000 0.600000 0.610000 0.630000 0.640000 0.650000 0.670000 0.680000 0.680000 0.700000 0.710000 0.720000 0.740000 0.750000 0.760000 0.770000 0.790000 0.790000 0.810000 0.820000 0.830000 0.850000 0.860000 0.860000 0.890000 0.900000 0.920000 0.940000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
25.500000 25.750000 26 0.980000 26.250000 26.500000 26.750000 27 1.040000 27.250000 27.500000 27.750000 28 1.090000 28.250000 28.500000 28.750000 29 1.140000 29.250000 29.500000 29.750000 30 1.190000 30.250000 30.500000 30.750000 31 1.250000 31.250000 31.500000 31.750000 32 1.300000 32.250000 32.500000 32.750000 33 1.360000 33.250000 33.500000 33.750000 34 1.410000 34.250000 34.500000 34.750000 35 1.460000 35.250000 35.500000 35.750000 36 1.510000 36.250000 36.500000 36.750000 37 1.570000 37.250000 37.500000 37.750000 38 1.620000 38.250000 38.500000 38.750000 39 1.670000 39.250000 39.500000 39.750000 40 1.730000 40.250000 40.500000 40.750000 41 1.780000 41.250000 41.500000 41.750000 42 1.840000 42.250000 42.500000 42.750000 43 1.890000 43.250000 43.500000 43.750000 44 1.940000 44.250000 44.500000 44.750000 45 1.990000 45.250000
0.950000 0.970000 1.000000 1.010000 1.020000 1.050000 1.060000 1.070000 1.100000 1.120000 1.130000 1.160000 1.170000 1.180000 1.210000 1.220000 1.240000 1.260000 1.280000 1.290000 1.310000 1.330000 1.340000 1.370000 1.380000 1.400000 1.420000 1.430000 1.450000 1.480000 1.490000 1.500000 1.530000 1.540000 1.550000 1.580000 1.600000 1.610000 1.630000 1.650000 1.660000 1.690000 1.700000 1.720000 1.740000 1.750000 1.770000 1.790000 1.810000 1.820000 1.850000 1.860000 1.870000 1.900000 1.910000 1.930000 1.960000 1.970000 1.980000 2.010000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM
45.500000 45.750000 46 2.050000 46.250000 46.500000 46.750000 47 2.100000 47.250000 47.500000 47.750000 48 2.150000 48.250000 48.500000 48.750000 49 2.210000 49.250000 49.500000 49.750000 50 2.270000 50.250000 50.500000 50.750000 51 2.350000 51.250000 51.500000 51.750000 52 2.420000 52.250000 52.500000 52.750000 53 2.530000 53.250000 53.500000 53.750000 54 2.650000 54.250000 54.500000 54.750000 55 2.800000 55.250000 55.500000 55.750000 56 2.980000 56.250000 56.500000 56.750000 57 3.180000 57.250000 57.500000 57.750000 58 3.430000 58.250000 58.500000 58.750000 59 3.770000 59.250000 59.500000 59.750000 60 6.090000 60.250000 60.500000 60.750000 61 6.760000 61.250000 61.500000 61.750000 62 7.060000 62.250000 62.500000 62.750000 63 7.250000 63.250000 63.500000 63.750000 64 7.430000 64.250000 64.500000 64.750000 65 7.540000 65.250000
2.020000 2.030000 2.060000 2.080000 2.090000 2.110000 2.130000 2.140000 2.170000 2.180000 2.200000 2.230000 2.240000 2.260000 2.290000 2.310000 2.330000 2.360000 2.380000 2.400000 2.450000 2.470000 2.500000 2.560000 2.590000 2.620000 2.690000 2.720000 2.770000 2.840000 2.890000 2.930000 3.020000 3.070000 3.130000 3.240000 3.300000 3.370000 3.500000 3.580000 3.670000 3.920000 4.070000 5.080000 6.310000 6.530000 6.640000 6.840000 6.920000 7.000000 7.120000 7.160000 7.210000 7.300000 7.340000 7.390000 7.460000 7.490000 7.520000 7.570000
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5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 5YR72HRSTORM 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
65.500000 65.750000 66 7.650000 66.250000 66.500000 66.750000 67 7.760000 67.250000 67.500000 67.750000 68 7.870000 68.250000 68.500000 68.750000 69 7.940000 69.250000 69.500000 69.750000 70 8.010000 70.250000 70.500000 70.750000 71 8.080000 71.250000 71.500000 71.750000 72 8.150000
0 0.000000 0.250000 0.020000 0.500000 0.020000 0.750000 0.040000 1 0.050000 1.250000 0.060000 1.500000 0.070000 1.750000 0.090000 2 0.100000 2.250000 0.110000 2.500000 0.120000 2.750000 0.140000 3 0.140000 3.250000 0.160000 3.500000 0.170000 3.750000 0.180000 4 0.190000 4.250000 0.210000 4.500000 0.220000 4.750000 0.230000 5 0.240000 5.250000 0.260000 5.500000 0.260000 5.750000 0.280000 6 0.290000 6.250000 0.300000 6.500000 0.320000 6.750000 0.330000 7 0.340000 7.250000 0.350000 7.500000 0.370000 7.750000 0.380000 8 0.390000 8.250000 0.400000 8.500000 0.420000 8.750000 0.420000 9 0.440000 9.250000 0.450000 9.500000 0.460000 9.750000 0.470000 10 0.490000 10.250000 10.500000 10.750000 11 0.540000 11.250000 11.500000 11.750000 12 0.580000 12.250000 12.500000 12.750000
7.600000 7.630000 7.680000 7.700000 7.730000 7.790000 7.810000 7.840000 7.880000 7.900000 7.920000 7.960000 7.970000 7.990000 8.030000 8.050000 8.060000 8.100000 8.120000 8.140000
0.500000 0.510000 0.520000 0.540000 0.560000 0.570000 0.600000 0.610000 0.620000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
13 0.630000 13.250000 13.500000 13.750000 14 0.680000 14.250000 14.500000 14.750000 15 0.730000 15.250000 15.500000 15.750000 16 0.780000 16.250000 16.500000 16.750000 17 0.820000 17.250000 17.500000 17.750000 18 0.880000 18.250000 18.500000 18.750000 19 0.930000 19.250000 19.500000 19.750000 20 0.980000 20.250000 20.500000 20.750000 21 1.020000 21.250000 21.500000 21.750000 22 1.070000 22.250000 22.500000 22.750000 23 1.120000 23.250000 23.500000 23.750000 24 1.170000 24.250000 24.500000 24.750000 25 1.240000 25.250000 25.500000 25.750000 26 1.310000 26.250000 26.500000 26.750000 27 1.380000 27.250000 27.500000 27.750000 28 1.460000 28.250000 28.500000 28.750000 29 1.520000 29.250000 29.500000 29.750000 30 1.590000 30.250000 30.500000 30.750000 31 1.660000 31.250000 31.500000 31.750000 32 1.740000 32.250000 32.500000 32.750000
0.650000 0.660000 0.670000 0.700000 0.700000 0.720000 0.740000 0.750000 0.770000 0.790000 0.800000 0.820000 0.840000 0.850000 0.860000 0.890000 0.900000 0.910000 0.940000 0.950000 0.960000 0.980000 1.000000 1.010000 1.030000 1.050000 1.060000 1.080000 1.100000 1.100000 1.130000 1.140000 1.150000 1.180000 1.200000 1.220000 1.260000 1.270000 1.300000 1.330000 1.340000 1.360000 1.400000 1.420000 1.430000 1.470000 1.490000 1.500000 1.540000 1.560000 1.580000 1.610000 1.630000 1.650000 1.680000 1.700000 1.720000 1.750000 1.770000 1.790000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
33 1.810000 33.250000 33.500000 33.750000 34 1.880000 34.250000 34.500000 34.750000 35 1.950000 35.250000 35.500000 35.750000 36 2.020000 36.250000 36.500000 36.750000 37 2.090000 37.250000 37.500000 37.750000 38 2.160000 38.250000 38.500000 38.750000 39 2.230000 39.250000 39.500000 39.750000 40 2.300000 40.250000 40.500000 40.750000 41 2.380000 41.250000 41.500000 41.750000 42 2.450000 42.250000 42.500000 42.750000 43 2.520000 43.250000 43.500000 43.750000 44 2.590000 44.250000 44.500000 44.750000 45 2.660000 45.250000 45.500000 45.750000 46 2.730000 46.250000 46.500000 46.750000 47 2.800000 47.250000 47.500000 47.750000 48 2.870000 48.250000 48.500000 48.750000 49 2.950000 49.250000 49.500000 49.750000 50 3.030000 50.250000 50.500000 50.750000 51 3.130000 51.250000 51.500000 51.750000 52 3.230000 52.250000 52.500000 52.750000
1.820000 1.840000 1.860000 1.900000 1.910000 1.930000 1.970000 1.980000 2.000000 2.040000 2.060000 2.070000 2.110000 2.130000 2.140000 2.180000 2.200000 2.220000 2.250000 2.270000 2.290000 2.320000 2.340000 2.360000 2.390000 2.410000 2.430000 2.460000 2.480000 2.500000 2.540000 2.550000 2.570000 2.610000 2.620000 2.640000 2.680000 2.700000 2.710000 2.740000 2.770000 2.780000 2.820000 2.840000 2.860000 2.900000 2.910000 2.940000 2.980000 2.990000 3.020000 3.060000 3.080000 3.100000 3.150000 3.180000 3.200000 3.260000 3.300000 3.340000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR 25YR72HR
53 3.370000 53.250000 3.410000 53.500000 3.450000 53.750000 3.500000 54 3.540000 54.250000 3.580000 54.500000 3.630000 54.750000 3.690000 55 3.740000 55.250000 3.790000 55.500000 3.850000 55.750000 3.900000 56 3.970000 56.250000 4.030000 56.500000 4.100000 56.750000 4.170000 57 4.240000 57.250000 4.320000 57.500000 4.400000 57.750000 4.490000 58 4.580000 58.250000 4.670000 58.500000 4.770000 58.750000 4.900000 59 5.020000 59.250000 5.220000 59.500000 5.420000 59.750000 6.780000 60 8.120000 60.250000 8.420000 60.500000 8.700000 60.750000 8.860000 61 9.010000 61.250000 9.120000 61.500000 9.230000 61.750000 9.330000 62 9.420000 62.250000 9.490000 62.500000 9.550000 62.750000 9.620000 63 9.670000 63.250000 9.740000 63.500000 9.790000 63.750000 9.860000 64 9.910000 64.250000 9.940000 64.500000 9.980000 64.750000 10.020000 65 10.060000 65.250000 10.100000 65.500000 10.130000 65.750000 10.170000 66 10.200000 66.250000 10.240000 66.500000 10.270000 66.750000 10.310000 67 10.340000 67.250000 10.380000 67.500000 10.420000 67.750000 10.460000 68 10.490000 68.250000 10.510000 68.500000 10.540000 68.750000 10.560000 69 10.580000 69.250000 10.610000 69.500000 10.630000 69.750000 10.660000 70 10.680000 70.250000 10.700000 70.500000 10.730000 70.750000 10.750000 71 10.780000 71.250000 10.800000 71.500000 10.820000 71.750000 10.850000 72 10.870000
10YR72HRSTORM 10YR72HRSTORM
0 0.000000 0.250000 0.010000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
0.500000 0.020000 0.750000 0.040000 1 0.040000 1.250000 0.060000 1.500000 0.060000 1.750000 0.080000 2 0.080000 2.250000 0.100000 2.500000 0.110000 2.750000 0.120000 3 0.130000 3.250000 0.140000 3.500000 0.150000 3.750000 0.160000 4 0.170000 4.250000 0.180000 4.500000 0.190000 4.750000 0.200000 5 0.210000 5.250000 0.220000 5.500000 0.230000 5.750000 0.250000 6 0.250000 6.250000 0.270000 6.500000 0.280000 6.750000 0.290000 7 0.300000 7.250000 0.310000 7.500000 0.320000 7.750000 0.330000 8 0.340000 8.250000 0.350000 8.500000 0.360000 8.750000 0.370000 9 0.390000 9.250000 0.390000 9.500000 0.410000 9.750000 0.410000 10 0.430000 10.250000 10.500000 10.750000 11 0.470000 11.250000 11.500000 11.750000 12 0.510000 12.250000 12.500000 12.750000 13 0.550000 13.250000 13.500000 13.750000 14 0.600000 14.250000 14.500000 14.750000 15 0.640000 15.250000 15.500000 15.750000 16 0.680000 16.250000 16.500000 16.750000 17 0.720000 17.250000 17.500000 17.750000 18 0.770000 18.250000 18.500000 18.750000 19 0.810000 19.250000 19.500000 19.750000 20 0.850000 20.250000
0.430000 0.450000 0.460000 0.480000 0.490000 0.500000 0.530000 0.530000 0.550000 0.570000 0.570000 0.590000 0.610000 0.620000 0.630000 0.650000 0.660000 0.670000 0.690000 0.700000 0.710000 0.740000 0.740000 0.760000 0.780000 0.790000 0.800000 0.820000 0.830000 0.840000 0.860000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
20.500000 20.750000 21 0.900000 21.250000 21.500000 21.750000 22 0.940000 22.250000 22.500000 22.750000 23 0.980000 23.250000 23.500000 23.750000 24 1.020000 24.250000 24.500000 24.750000 25 1.090000 25.250000 25.500000 25.750000 26 1.150000 26.250000 26.500000 26.750000 27 1.210000 27.250000 27.500000 27.750000 28 1.270000 28.250000 28.500000 28.750000 29 1.330000 29.250000 29.500000 29.750000 30 1.390000 30.250000 30.500000 30.750000 31 1.460000 31.250000 31.500000 31.750000 32 1.520000 32.250000 32.500000 32.750000 33 1.580000 33.250000 33.500000 33.750000 34 1.650000 34.250000 34.500000 34.750000 35 1.710000 35.250000 35.500000 35.750000 36 1.760000 36.250000 36.500000 36.750000 37 1.830000 37.250000 37.500000 37.750000 38 1.890000 38.250000 38.500000 38.750000 39 1.950000 39.250000 39.500000 39.750000 40 2.020000 40.250000
0.880000 0.880000 0.900000 0.920000 0.920000 0.950000 0.960000 0.970000 0.990000 1.000000 1.010000 1.040000 1.050000 1.070000 1.100000 1.110000 1.130000 1.160000 1.180000 1.190000 1.230000 1.240000 1.250000 1.290000 1.300000 1.320000 1.350000 1.370000 1.380000 1.410000 1.430000 1.440000 1.470000 1.490000 1.510000 1.530000 1.550000 1.570000 1.600000 1.610000 1.630000 1.660000 1.670000 1.690000 1.720000 1.740000 1.750000 1.790000 1.800000 1.810000 1.850000 1.860000 1.880000 1.900000 1.930000 1.940000 1.970000 1.990000 2.000000 2.030000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
40.500000 40.750000 41 2.080000 41.250000 41.500000 41.750000 42 2.140000 42.250000 42.500000 42.750000 43 2.210000 43.250000 43.500000 43.750000 44 2.270000 44.250000 44.500000 44.750000 45 2.320000 45.250000 45.500000 45.750000 46 2.390000 46.250000 46.500000 46.750000 47 2.450000 47.250000 47.500000 47.750000 48 2.510000 48.250000 48.500000 48.750000 49 2.580000 49.250000 49.500000 49.750000 50 2.650000 50.250000 50.500000 50.750000 51 2.740000 51.250000 51.500000 51.750000 52 2.830000 52.250000 52.500000 52.750000 53 2.950000 53.250000 53.500000 53.750000 54 3.090000 54.250000 54.500000 54.750000 55 3.270000 55.250000 55.500000 55.750000 56 3.470000 56.250000 56.500000 56.750000 57 3.710000 57.250000 57.500000 57.750000 58 4.000000 58.250000 58.500000 58.750000 59 4.400000 59.250000 59.500000 59.750000 60 7.110000 60.250000
2.040000 2.070000 2.090000 2.110000 2.130000 2.160000 2.170000 2.180000 2.220000 2.230000 2.250000 2.280000 2.300000 2.310000 2.350000 2.360000 2.370000 2.400000 2.420000 2.440000 2.460000 2.490000 2.500000 2.530000 2.550000 2.570000 2.600000 2.620000 2.640000 2.670000 2.700000 2.720000 2.760000 2.780000 2.800000 2.860000 2.880000 2.920000 2.980000 3.020000 3.060000 3.140000 3.180000 3.230000 3.320000 3.370000 3.420000 3.530000 3.580000 3.650000 3.780000 3.850000 3.930000 4.090000 4.170000 4.280000 4.570000 4.750000 5.930000 7.360000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM 10YR72HRSTORM
60.500000 60.750000 61 7.880000 61.250000 61.500000 61.750000 62 8.240000 62.250000 62.500000 62.750000 63 8.460000 63.250000 63.500000 63.750000 64 8.670000 64.250000 64.500000 64.750000 65 8.800000 65.250000 65.500000 65.750000 66 8.930000 66.250000 66.500000 66.750000 67 9.050000 67.250000 67.500000 67.750000 68 9.180000 68.250000 68.500000 68.750000 69 9.260000 69.250000 69.500000 69.750000 70 9.350000 70.250000 70.500000 70.750000 71 9.430000 71.250000 71.500000 71.750000 72 9.510000
MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL
0.250000 0.500000 0.750000 1.000000 1.250000 1.500000 1.750000 2.000000 2.250000 2.500000 2.750000 3.000000 3.250000 3.500000 3.750000 4.000000 4.250000 4.500000 4.750000 5.000000 5.250000 5.500000 5.750000 6.000000 6.250000 6.500000 6.750000 7.000000 7.250000 7.500000 7.750000 8.000000
7.620000 7.750000 7.980000 8.080000 8.160000 8.300000 8.360000 8.410000 8.520000 8.570000 8.620000 8.700000 8.740000 8.770000 8.830000 8.860000 8.900000 8.960000 8.990000 9.020000 9.090000 9.110000 9.150000 9.200000 9.220000 9.240000 9.280000 9.300000 9.320000 9.370000 9.390000 9.410000 9.450000 9.470000 9.490000
0.013190 0.026593 0.040218 0.054072 0.068167 0.082510 0.097114 0.111989 0.127147 0.142601 0.158366 0.174455 0.190885 0.207674 0.224840 0.242403 0.260387 0.278814 0.297711 0.317108 0.337036 0.357530 0.378630 0.400379 0.422825 0.446023 0.470035 0.494931 0.520790 0.547703 0.575778 0.605138
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL MEANANNUAL
8.250000 0.635929 8.500000 0.668326 8.750000 0.702538 9.000000 0.738822 9.250000 0.777497 9.500000 0.818965 9.750000 0.863748 10.000000 10.250000 10.500000 10.750000 11.000000 11.250000 11.500000 11.750000 12.000000 12.250000 12.500000 12.750000 13.000000 13.250000 13.500000 13.750000 14.000000 14.250000 14.500000 14.750000 15.000000 15.250000 15.500000 15.750000 16.000000 16.250000 16.500000 16.750000 17.000000 17.250000 17.500000 17.750000 18.000000 18.250000 18.500000 18.750000 19.000000 19.250000 19.500000 19.750000 20.000000 20.250000 20.500000 20.750000 21.000000 21.250000 21.500000 21.750000 22.000000 22.250000 22.500000 22.750000 23.000000 23.250000 23.500000 23.750000 24.000000
100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
0 0.250000 0.500000 0.750000 1 1.250000 1.500000 1.750000 2 2.250000 2.500000 2.750000 3 3.250000 3.500000
0.912537 0.966283 1.026345 1.094780 1.174936 1.272899 1.401868 1.602356 2.500000 3.397644 3.598132 3.727101 3.825064 3.905220 3.973655 4.033717 4.087463 4.136252 4.181035 4.222503 4.261178 4.297462 4.331674 4.364071 4.394862 4.424222 4.452297 4.479210 4.505069 4.529965 4.553977 4.577175 4.599621 4.621370 4.642470 4.662964 4.682892 4.702289 4.721186 4.739613 4.757597 4.775160 4.792326 4.809115 4.825545 4.841634 4.857399 4.872853 4.888011 4.902886 4.917490 4.931833 4.945928 4.959782 4.973407 4.986810 5.000000
0.000000 0.020000 0.030000 0.050000 0.060000 0.080000 0.090000 0.110000 0.120000 0.140000 0.150000 0.170000 0.180000 0.200000 0.210000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
3.750000 0.230000 4 0.240000 4.250000 0.260000 4.500000 0.270000 4.750000 0.290000 5 0.300000 5.250000 0.320000 5.500000 0.330000 5.750000 0.350000 6 0.360000 6.250000 0.380000 6.500000 0.400000 6.750000 0.410000 7 0.430000 7.250000 0.440000 7.500000 0.460000 7.750000 0.470000 8 0.490000 8.250000 0.500000 8.500000 0.520000 8.750000 0.530000 9 0.550000 9.250000 0.560000 9.500000 0.580000 9.750000 0.590000 10 0.610000 10.250000 10.500000 10.750000 11 0.670000 11.250000 11.500000 11.750000 12 0.730000 12.250000 12.500000 12.750000 13 0.790000 13.250000 13.500000 13.750000 14 0.850000 14.250000 14.500000 14.750000 15 0.910000 15.250000 15.500000 15.750000 16 0.970000 16.250000 16.500000 16.750000 17 1.030000 17.250000 17.500000 17.750000 18 1.100000 18.250000 18.500000 18.750000 19 1.160000 19.250000 19.500000 19.750000 20 1.220000 20.250000 20.500000 20.750000 21 1.280000 21.250000 21.500000 21.750000 22 1.340000 22.250000 22.500000 22.750000 23 1.400000 23.250000 23.500000
0.620000 0.640000 0.650000 0.680000 0.700000 0.710000 0.750000 0.760000 0.780000 0.810000 0.820000 0.840000 0.870000 0.880000 0.900000 0.930000 0.940000 0.960000 0.990000 1.000000 1.020000 1.050000 1.060000 1.080000 1.110000 1.130000 1.140000 1.170000 1.190000 1.200000 1.230000 1.250000 1.260000 1.290000 1.310000 1.320000 1.350000 1.370000 1.380000 1.410000 1.430000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
23.750000 24 1.460000 24.250000 24.500000 24.750000 25 1.550000 25.250000 25.500000 25.750000 26 1.640000 26.250000 26.500000 26.750000 27 1.730000 27.250000 27.500000 27.750000 28 1.820000 28.250000 28.500000 28.750000 29 1.900000 29.250000 29.500000 29.750000 30 1.990000 30.250000 30.500000 30.750000 31 2.080000 31.250000 31.500000 31.750000 32 2.170000 32.250000 32.500000 32.750000 33 2.260000 33.250000 33.500000 33.750000 34 2.350000 34.250000 34.500000 34.750000 35 2.440000 35.250000 35.500000 35.750000 36 2.520000 36.250000 36.500000 36.750000 37 2.610000 37.250000 37.500000 37.750000 38 2.700000 38.250000 38.500000 38.750000 39 2.790000 39.250000 39.500000 39.750000 40 2.880000 40.250000 40.500000 40.750000 41 2.970000 41.250000 41.500000 41.750000 42 3.060000 42.250000 42.500000 42.750000 43 3.150000 43.250000 43.500000
1.440000 1.480000 1.500000 1.530000 1.570000 1.590000 1.620000 1.660000 1.680000 1.700000 1.750000 1.770000 1.790000 1.840000 1.860000 1.880000 1.930000 1.950000 1.970000 2.010000 2.040000 2.060000 2.100000 2.130000 2.150000 2.190000 2.210000 2.240000 2.280000 2.300000 2.330000 2.370000 2.390000 2.410000 2.460000 2.480000 2.500000 2.550000 2.570000 2.590000 2.640000 2.660000 2.680000 2.720000 2.750000 2.770000 2.810000 2.840000 2.860000 2.900000 2.920000 2.950000 2.990000 3.010000 3.040000 3.080000 3.100000 3.120000 3.170000 3.190000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
43.750000 3.210000 44 3.240000 44.250000 3.260000 44.500000 3.280000 44.750000 3.300000 45 3.320000 45.250000 3.350000 45.500000 3.370000 45.750000 3.390000 46 3.410000 46.250000 3.430000 46.500000 3.460000 46.750000 3.480000 47 3.500000 47.250000 3.520000 47.500000 3.550000 47.750000 3.570000 48 3.590000 48.250000 3.620000 48.500000 3.640000 48.750000 3.670000 49 3.690000 49.250000 3.720000 49.500000 3.740000 49.750000 3.770000 50 3.790000 50.250000 3.820000 50.500000 3.850000 50.750000 3.880000 51 3.910000 51.250000 3.940000 51.500000 3.970000 51.750000 4.000000 52 4.040000 52.250000 4.080000 52.500000 4.120000 52.750000 4.170000 53 4.210000 53.250000 4.260000 53.500000 4.310000 53.750000 4.370000 54 4.420000 54.250000 4.480000 54.500000 4.540000 54.750000 4.610000 55 4.670000 55.250000 4.740000 55.500000 4.810000 55.750000 4.880000 56 4.960000 56.250000 5.040000 56.500000 5.120000 56.750000 5.210000 57 5.300000 57.250000 5.400000 57.500000 5.500000 57.750000 5.610000 58 5.720000 58.250000 5.840000 58.500000 5.960000 58.750000 6.120000 59 6.280000 59.250000 6.530000 59.500000 6.780000 59.750000 8.470000 60 10.150000 60.250000 10.520000 60.500000 10.880000 60.750000 11.070000 61 11.260000 61.250000 11.400000 61.500000 11.540000 61.750000 11.660000 62 11.770000 62.250000 11.860000 62.500000 11.940000 62.750000 12.020000 63 12.090000 63.250000 12.170000 63.500000 12.240000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM 100YR72HRSTORM
63.750000 12.320000 64 12.390000 64.250000 12.430000 64.500000 12.480000 64.750000 12.530000 65 12.570000 65.250000 12.620000 65.500000 12.660000 65.750000 12.710000 66 12.750000 66.250000 12.800000 66.500000 12.840000 66.750000 12.890000 67 12.930000 67.250000 12.980000 67.500000 13.020000 67.750000 13.070000 68 13.110000 68.250000 13.140000 68.500000 13.170000 68.750000 13.200000 69 13.230000 69.250000 13.260000 69.500000 13.290000 69.750000 13.320000 70 13.350000 70.250000 13.380000 70.500000 13.410000 70.750000 13.440000 71 13.470000 71.250000 13.500000 71.500000 13.530000 71.750000 13.560000 72 13.590000
[PATTERNS] [REPORT] INPUT NO CONTINUITY YES FLOWSTATS YES CONTROLS NO SUBCATCHMENTS NONE NODES NONE LINKS NONE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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APPENDIX F
Solution H&H Model Results Report
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.200 minimum elevation drop minimum elevation drop negative offset -1.200 negative offset -1.200 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 0.001 used for Conduit CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 0.001 used for Conduit CDT-215 ignored for Link CDT-217 0.001 used for Conduit CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 0.001 used for Conduit CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 0.001 used for Conduit CDT-279 0.001 used for Conduit CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439 0.001 used for Conduit CDT-493
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 1 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-495 CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 2 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit
U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 3 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-419 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-614 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-633
U-399 U-402 U-404 U-406 U-407
U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-48 U-481 U-483 U-496 U-497 U-498 U-50 U-501 U-513 U-518-NEW U-522 U-523 U-525 U-526 U-527 U-53 U-531 U-534-NEW U-54 U-545 U-55 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-572 U-580 U-583 U-584 U-587 U-589 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-616 U-618 U-62 U-621 U-623 U-624 U-625 U-628 U-629 U-632
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 4 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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ignored for Link U-633 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 5 of 62
Warning 04: minimum elevation drop 0.001 used for Conduit U-804 Warning 04: minimum elevation drop 0.001 used for Conduit U-807 Warning 04: minimum elevation drop 0.001 used for Conduit U-81 Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 10.000 increased for Node J-180A Warning 02: maximum depth 10.000 increased for Node J-195A Warning 02: maximum depth 10.000 increased for Node J-223A Warning 02: maximum depth 8.950 increased for Node J-268
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 6 of 62
Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth
8.950 increased for Node J-284 9.500 increased for Node J-355A 8.950 increased for Node J-444-WEIR 7.950 increased for Node J-692-WEIR 10.000 increased for Node J-745A 10.000 increased for Node J-748A 10.000 increased for Node J-750A 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------280.154 0.000 46.381 183.818 50.082 -0.046
Depth inches ------8.150 0.000 1.349 5.347 1.457
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 183.494 0.000 0.000 0.000 179.297 0.000 0.000 0.000 0.033 5.345 -0.607
Volume 10^6 gal --------0.000 59.794 0.000 0.000 0.000 58.427 0.000 0.000 0.000 0.011 1.742
***************************** Highest Continuity Errors ***************************** Node JCT-26-WEIR Node J-566-WEIR Node J-354B Node J-188A Node J-884 Node J-792 Node J-261-WEIR Node J-748-WEIR-STANTEC
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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-135.53% -60.87% -47.24% -36.03% -30.73% -26.88% -23.23% -22.65%
-0.7900 -0.9118 -1.6850 -0.2320 -0.9801 -0.1795 -0.3558 -0.4219
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 7 of 62
Node Node Node Node Node Node Node Node Node Node Node Node
J-82 J-588 J-618 J-242 J-632 J-393 J-953 J-327 J-444-WEIR J-174 J-50 J-468
21.40% 20.82% 19.62% 17.94% 17.86% 17.68% -17.50% 17.45% -16.47% 15.74% 15.11% 14.76%
0.1986 0.1544 0.1475 0.1031 0.1255 0.1733 -0.4992 0.0643 -0.3351 0.0432 0.3188 0.1794 -4.8823 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-346 (9.46%) Link U-300 (5.14%) Link U-837 (3.73%) Link U-155 (3.71%) Link U-262-NEW (3.68%) Link U-193 (3.34%) Link U-308A (3.03%) Link U-199 (2.93%) Link U-295 (2.66%) Link U-231 (2.49%) Link U-599 (2.06%) Link U-293 (1.87%) Link U-25 (1.80%) Link U-298 (1.58%) Link U-496 (1.58%) Link U-197 (1.56%) Link U-732 (1.49%) Link U-682 (1.47%) Link U-587 (1.43%) Link U-299 (1.41%)
************************************ Highest Flow Instability Indexes ************************************ Link WEIR-53 (98) Link U-221 (80) Link U-725 (71) Link U-407 (65) Link U-25 (64) Link U-11 (64) Link WA-4-NEW (60) Link U-841 (59) Link U-572 (58) Link U-386 (57) Link U-204 (55) Link U-531 (55) Link U-688 (55) Link U-208 (55) Link U-392 (54) Link U-112 (54) Link U-242 (53) Link U-717 (53) Link U-15 (51) Link U-207 (50) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 1.00 sec 4.00 sec 0.00 4.66 82.47 279688 1303269
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 8 of 62
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 8.15 0.00 0.00 1.30 5.81 0.29 3.28 0.713 SUB-11868 8.15 0.00 0.00 0.83 5.40 0.36 3.18 0.663 SUB-11924 8.15 0.00 0.00 1.48 5.63 0.43 4.75 0.691 SUB-11926 8.15 0.00 0.00 1.48 4.94 0.92 7.76 0.606 SUB-11930 8.15 0.00 0.00 1.48 5.67 0.31 3.43 0.695 SUB-11932 8.15 0.00 0.00 1.90 5.85 0.24 2.82 0.717 SUB-11936 8.15 0.00 0.00 1.07 5.12 0.20 1.95 0.628 SUB-11944 8.15 0.00 0.00 1.48 5.72 0.56 6.28 0.701 SUB-11948 8.15 0.00 0.00 1.48 5.54 0.50 5.28 0.680 SUB-11950 8.15 0.00 0.00 1.18 5.51 0.22 2.29 0.676 SUB-11954 8.15 0.00 0.00 1.48 5.99 0.25 3.01 0.735 SUB-11958 8.15 0.00 0.00 1.48 5.35 0.54 5.36 0.656 SUB-11968 8.15 0.00 0.00 1.92 5.87 0.36 4.42 0.721 SUB-11970 8.15 0.00 0.00 1.31 5.53 0.29 3.05 0.679 SUB-11972 8.15 0.00 0.00 1.48 5.70 0.45 4.97 0.699 SUB-11978 8.15 0.00 0.00 1.48 5.80 0.42 4.90 0.712 SUB-11984 8.15 0.00 0.00 1.48 5.53 0.35 3.65 0.678 SUB-11986 8.15 0.00 0.00 1.42 5.39 0.34 3.51 0.662 SUB-11988 8.15 0.00 0.00 1.45 5.49 0.66 6.87 0.673 SUB-11990 8.15 0.00 0.00 1.48 5.88 0.31 3.62 0.721 SUB-11994 8.15 0.00 0.00 1.48 6.00 0.29 3.58 0.736 SUB-11998 8.15 0.00 0.00 1.48 5.33 0.61 6.03 0.654 SUB-12004 8.15 0.00 0.00 1.48 5.94 0.27 3.23 0.729 SUB-12010 8.15 0.00 0.00 1.48 5.94 0.24 2.85 0.729 SUB-12014 8.15 0.00 0.00 0.83 5.47 0.15 1.31 0.671 SUB-12016 8.15 0.00 0.00 1.48 5.76 0.43 4.88 0.707 SUB-12024 8.15 0.00 0.00 1.46 5.56 0.32 3.39 0.683 SUB-12036 8.15 0.00 0.00 1.45 5.66 0.35 3.85 0.695 SUB-12044 8.15 0.00 0.00 0.83 5.46 0.34 2.98 0.670 SUB-12046 8.15 0.00 0.00 1.48 5.65 0.33 3.66 0.693 SUB-12048 8.15 0.00 0.00 1.35 6.08 0.21 2.47 0.745 SUB-12052 8.15 0.00 0.00 1.48 5.90 0.50 5.95 0.724 SUB-12060 8.15 0.00 0.00 1.48 5.55 0.31 3.31 0.681 SUB-12062 8.15 0.00 0.00 1.48 5.40 0.21 2.07 0.662 SUB-12068 8.15 0.00 0.00 1.47 5.83 0.21 2.47 0.715 SUB-12072 8.15 0.00 0.00 1.48 5.21 0.91 8.53 0.639 SUB-12084 8.15 0.00 0.00 1.48 5.58 0.61 6.51 0.685 SUB-12086 8.15 0.00 0.00 1.48 5.67 0.67 7.35 0.695 SUB-12088 8.15 0.00 0.00 1.48 5.58 0.53 5.69 0.685 SUB-12100 8.15 0.00 0.00 1.48 5.21 0.49 4.64 0.640 SUB-12110 8.15 0.00 0.00 1.48 5.56 0.22 2.39 0.683 SUB-12112 8.15 0.00 0.00 1.48 5.33 0.38 3.74 0.654 SUB-12116 8.15 0.00 0.00 1.48 5.37 0.35 3.46 0.659 SUB-12122 8.15 0.00 0.00 1.48 6.19 0.03 0.43 0.759 SUB-12128 8.15 0.00 0.00 1.48 5.49 0.27 2.77 0.674 SUB-12132 8.15 0.00 0.00 1.48 5.27 0.44 4.21 0.647 SUB-12136 8.15 0.00 0.00 1.48 5.36 0.36 3.58 0.657 SUB-12138 8.15 0.00 0.00 1.48 5.45 0.29 2.99 0.669 SUB-12142 8.15 0.00 0.00 1.48 5.05 0.70 6.19 0.620 SUB-12144 8.15 0.00 0.00 1.48 4.98 0.80 6.92 0.611 SUB-12150 8.15 0.00 0.00 1.48 5.73 0.34 3.82 0.703 SUB-12152 8.15 0.00 0.00 1.48 5.47 0.52 5.38 0.671 SUB-12154 8.15 0.00 0.00 1.48 5.34 0.86 8.44 0.655 SUB-12158 8.15 0.00 0.00 1.48 5.74 0.29 3.26 0.704 SUB-12160 8.15 0.00 0.00 1.48 5.82 0.59 6.85 0.714 SUB-12162 8.15 0.00 0.00 1.48 5.78 0.44 5.01 0.709 SUB-12164 8.15 0.00 0.00 1.48 5.70 0.34 3.83 0.699 SUB-12166 8.15 0.00 0.00 1.48 5.49 0.22 2.31 0.674 SUB-12168 8.15 0.00 0.00 1.48 5.62 0.32 3.48 0.690 SUB-12170 8.15 0.00 0.00 1.48 6.32 0.10 1.38 0.775 SUB-12172 8.15 0.00 0.00 1.48 6.06 0.19 2.32 0.743 SUB-12174 8.15 0.00 0.00 1.48 5.75 0.41 4.65 0.706 SUB-12176 8.15 0.00 0.00 1.48 5.78 0.27 3.08 0.709 SUB-12180 8.15 0.00 0.00 1.48 5.69 0.37 4.17 0.698 SUB-12182 8.15 0.00 0.00 1.48 5.66 0.17 1.93 0.695 SUB-12184 8.15 0.00 0.00 1.48 5.91 0.09 1.06 0.725 SUB-12186 8.15 0.00 0.00 1.48 5.52 0.25 2.63 0.677 SUB-12188 8.15 0.00 0.00 1.48 5.30 0.41 3.96 0.651 SUB-12190 8.15 0.00 0.00 1.48 5.43 0.30 3.11 0.667 SUB-12192 8.15 0.00 0.00 1.48 5.31 0.40 3.89 0.652 SUB-12194 8.15 0.00 0.00 1.48 5.80 0.22 2.56 0.711
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 9 of 62
SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374
8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.48 1.48 1.48 1.48 1.48 1.47 1.43 1.48 1.38 1.44 1.20 1.22 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.28 1.65 2.02 1.48 1.48 1.48 1.48 1.48 1.48 1.39 1.48 1.48 1.06 1.48 1.17 1.09 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.48 1.41 1.48 1.48 1.44 1.44 1.48 1.48 1.43 1.48 1.48 1.23 1.36 0.28 0.76 0.83
5.44 5.65 5.52 5.30 5.59 5.28 5.60 5.44 5.46 5.26 5.40 5.57 5.53 5.66 5.86 5.80 5.86 5.85 5.65 5.95 6.20 5.39 5.53 5.66 5.65 5.45 5.17 5.72 5.81 5.66 5.86 5.89 5.46 5.56 5.75 5.41 5.30 5.32 5.19 5.30 5.35 5.78 5.57 5.57 5.38 5.68 5.35 5.13 5.44 5.50 5.45 4.86 6.19 5.07 5.23 5.59 5.66 5.28 5.60 6.12 5.60 5.79 6.03 5.57 5.85 5.32 5.50 5.48 5.32 5.33 5.31 5.24 5.43 5.58 6.07 5.92 5.93 3.58 4.09 4.73
0.25 0.28 0.25 0.41 0.21 0.41 0.18 0.30 0.23 0.40 0.17 0.13 0.24 0.18 0.27 0.29 0.10 0.11 0.18 0.25 0.19 0.33 0.24 0.18 0.18 0.29 0.85 0.31 0.34 0.33 0.23 0.29 0.29 0.45 0.45 0.30 0.51 0.41 0.54 0.32 0.31 0.63 0.30 0.36 0.41 0.26 0.50 0.53 0.23 0.49 0.77 0.63 0.09 0.48 0.40 0.52 0.32 0.43 0.45 0.12 0.20 0.13 0.13 0.22 0.11 0.32 0.26 0.27 0.35 0.34 0.40 0.46 0.27 0.21 0.05 0.06 0.07 0.14 0.15 0.40
2.51 3.04 2.61 3.98 2.27 4.00 1.97 3.04 2.36 3.88 1.71 1.33 2.57 1.95 3.21 3.31 1.23 1.24 1.97 3.01 2.46 3.35 2.54 1.95 2.00 2.98 7.84 3.51 4.00 3.62 2.72 3.50 2.94 4.77 5.13 3.01 4.99 3.99 5.02 3.24 2.87 6.77 3.23 3.86 4.11 2.85 4.97 4.82 2.41 5.11 7.94 5.95 1.24 4.65 3.98 5.63 3.55 4.11 4.84 1.48 2.21 1.44 1.62 2.38 1.26 3.21 2.74 2.83 3.46 3.38 3.90 4.39 2.80 2.29 0.66 0.70 0.84 0.72 1.29 3.52
0.668 0.693 0.677 0.650 0.686 0.647 0.687 0.668 0.670 0.646 0.662 0.684 0.678 0.694 0.719 0.712 0.718 0.718 0.694 0.730 0.760 0.662 0.679 0.694 0.693 0.669 0.635 0.702 0.713 0.694 0.719 0.723 0.670 0.682 0.706 0.664 0.651 0.652 0.637 0.650 0.656 0.710 0.683 0.683 0.660 0.697 0.657 0.630 0.667 0.674 0.669 0.597 0.760 0.622 0.641 0.686 0.694 0.648 0.688 0.751 0.687 0.711 0.740 0.683 0.717 0.653 0.674 0.672 0.653 0.654 0.652 0.644 0.666 0.685 0.745 0.726 0.728 0.439 0.502 0.581
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SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15 8.15
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.83 0.83 0.27 0.30 0.30 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.34 0.35 0.77 1.48 0.81 1.48 1.48 0.29 0.37 1.48 1.48 1.48 1.37 1.38 1.21 0.00
6.18 5.47 4.61 3.96 3.61 4.85 4.16 4.94 5.19 4.28 4.55 3.80 4.70 4.34 4.13 4.76 4.67 3.78 4.27 4.11 5.76 4.48 5.45 6.26 4.29 4.04 5.89 5.66 5.58 5.45 5.61 5.38 6.28
0.26 0.57 0.17 0.15 0.20 0.17 0.40 0.15 0.11 0.34 0.25 0.63 0.21 0.32 0.42 0.19 0.21 0.18 0.12 0.36 0.14 0.26 0.60 0.08 0.14 0.16 0.31 0.18 0.22 0.22 0.16 0.18 0.28
2.32 5.04 0.79 0.78 1.10 1.52 3.48 1.36 0.99 3.01 2.19 5.35 1.82 2.79 3.61 1.69 1.88 1.06 0.69 3.04 1.57 2.23 6.17 1.01 0.69 0.93 3.65 1.96 2.32 2.32 1.74 1.83 2.68
0.758 0.671 0.565 0.486 0.443 0.595 0.510 0.606 0.637 0.525 0.558 0.467 0.577 0.533 0.506 0.584 0.573 0.464 0.524 0.505 0.706 0.549 0.669 0.769 0.527 0.495 0.723 0.694 0.685 0.668 0.689 0.660 0.770
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 2.95 7.62 3.06 2 15:06 3.06 2 15:07 J-104 JUNCTION 3.00 7.58 3.02 2 14:57 3.02 2 14:57 J-106 JUNCTION 2.98 7.57 3.01 2 14:50 3.01 2 14:51 J-109 JUNCTION 2.96 7.47 2.91 2 14:30 2.91 2 14:31 J-11 JUNCTION 3.17 7.63 3.07 2 13:49 3.05 2 17:17 J-110 JUNCTION 2.51 7.03 2.91 2 14:40 2.91 2 14:40 J-113 JUNCTION 2.95 7.47 2.91 2 13:35 2.89 2 13:35 J-114 JUNCTION 2.91 7.66 3.10 2 13:49 3.05 2 15:55 J-118 JUNCTION 2.89 7.61 3.05 2 13:48 3.05 2 13:49 J-12 JUNCTION 3.15 7.64 3.08 2 14:08 3.06 2 14:23 J-121 JUNCTION 2.95 7.70 3.14 2 11:40 3.14 3 01:36 J-126 JUNCTION 3.83 6.64 3.08 2 15:50 3.08 2 15:51 J-126A JUNCTION 3.83 6.79 3.23 2 15:38 3.17 2 16:37 J-127 JUNCTION 3.59 6.65 3.09 2 16:09 3.09 2 16:09 J-128 JUNCTION 2.00 6.61 3.05 2 16:10 3.05 2 16:10 J-129 JUNCTION 1.94 6.50 2.94 2 13:48 2.94 2 16:45 J-130 JUNCTION 1.94 6.42 2.86 2 13:15 2.86 2 13:15 J-131 JUNCTION 1.92 7.05 3.49 2 14:31 3.49 2 11:31 J-132 JUNCTION 1.96 6.45 2.89 2 12:56 2.89 2 12:55 J-137 JUNCTION 2.00 6.47 2.91 2 13:04 2.91 2 13:04 J-139 JUNCTION 1.98 6.56 3.00 2 16:04 3.00 2 16:05 J-140 JUNCTION 2.05 6.67 3.11 2 14:05 3.11 2 14:06 J-147 JUNCTION 2.11 6.95 3.39 2 14:54 3.39 2 14:55 J-148 JUNCTION 2.12 7.03 3.47 2 15:11 3.47 2 15:11 J-149 JUNCTION 2.11 7.03 3.47 2 15:11 3.47 2 15:11 J-15 JUNCTION 2.72 7.12 3.06 2 14:04 3.06 2 14:01 J-152 JUNCTION 2.14 7.09 3.53 2 15:14 3.53 2 15:15 J-153 JUNCTION 2.15 7.12 3.56 2 15:13 3.56 2 15:13 J-155 JUNCTION 2.15 7.14 3.58 2 15:10 3.58 2 15:11 J-156 JUNCTION 2.18 7.21 3.65 2 14:55 3.65 2 14:55 J-158 JUNCTION 2.17 7.28 3.72 2 14:37 3.72 2 14:38 J-158A JUNCTION 2.17 7.28 3.72 2 14:37 3.72 2 14:38 J-15A JUNCTION 2.25 6.62 3.06 2 14:04 3.06 2 14:01 J-160 JUNCTION 2.18 7.28 3.72 2 14:42 3.72 2 14:42 J-161 JUNCTION 1.87 6.56 3.00 2 12:18 3.00 2 14:00 J-162 JUNCTION 1.80 7.31 3.75 2 19:00 3.75 2 20:11
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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1.80 1.76 1.74 1.68 1.67 1.68 1.69 1.69 2.19 2.18 2.18 2.65 2.25 2.00 2.00 2.45 1.96 2.87 2.37 2.27 2.27 3.04 3.04 3.14 3.05 2.25 3.01 3.02 3.00 2.95 2.99 3.03 2.92 2.92 6.90 6.63 4.66 4.53 3.05 3.00 2.98 2.99 2.93 2.85 3.87 2.30 2.92 2.94 2.97 2.91 2.90 2.26 2.80 2.81 2.80 2.74 2.26 3.55 2.84 1.00 1.02 2.93 3.40 3.84 0.95 3.87 2.29 0.00 3.86 2.58 2.29 2.75 2.91 3.00 3.04 3.05 0.00 4.21 3.19 3.06
6.05 6.51 6.60 6.37 6.02 6.16 6.31 6.41 7.28 7.28 7.28 7.79 6.62 6.65 6.81 7.25 6.85 7.79 7.30 6.67 6.67 7.29 7.85 7.26 7.09 7.03 7.04 7.05 6.87 6.83 6.82 6.79 6.77 6.97 10.83 10.27 8.29 8.18 7.04 6.66 6.65 6.64 6.62 6.62 7.63 6.63 6.61 6.65 6.64 6.59 6.59 6.63 6.17 6.13 6.10 5.96 6.72 6.57 5.99 6.25 6.56 6.37 6.89 7.64 7.48 7.50 6.62 0.00 7.49 5.40 6.66 5.60 5.60 5.96 6.34 6.49 0.00 7.49 7.00 6.50
2.49 2.95 3.04 2.81 2.46 2.60 2.75 2.85 3.72 3.72 3.72 3.73 3.06 3.09 3.25 3.19 3.29 3.73 3.74 3.11 3.11 3.73 4.29 3.70 3.53 3.47 3.48 3.49 3.31 3.27 3.26 3.23 3.21 3.41 3.14 3.13 3.12 3.12 3.48 3.10 3.09 3.08 3.06 3.06 3.07 3.07 3.05 3.09 3.08 3.03 3.03 3.07 2.61 2.57 2.54 2.40 3.16 3.01 2.43 2.69 3.00 2.81 2.83 3.08 2.92 2.94 3.06 -3.50 2.93 1.84 3.10 2.04 2.04 2.40 2.78 2.93 -3.56 2.93 2.94 2.94
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 3 2 2 2 2 2 2 0 2 2 2
11:57 11:47 11:43 11:50 20:20 11:47 20:48 11:32 14:41 14:38 14:40 14:31 14:06 15:50 14:25 15:10 13:57 14:19 14:18 15:46 15:45 14:25 00:46 14:41 15:42 23:43 15:59 15:56 15:52 15:28 15:25 15:45 15:43 14:19 16:15 16:11 16:03 16:00 05:28 15:48 15:50 15:41 15:36 15:34 14:24 13:59 15:23 14:06 14:13 14:52 14:52 13:58 13:20 13:20 13:18 13:56 11:55 11:55 16:26 13:53 11:55 14:56 14:49 12:28 14:07 14:09 14:01 00:00 13:34 05:00 14:00 07:55 08:23 12:52 13:04 13:29 00:00 13:35 13:33 13:28
2.49 2.95 3.04 2.81 2.46 2.60 2.75 2.85 3.72 3.72 3.72 3.73 3.06 3.09 3.24 3.19 3.26 3.73 3.74 3.11 3.11 3.73 3.77 3.70 3.53 3.15 3.48 3.49 3.31 3.27 3.26 3.23 3.21 3.34 3.14 3.13 3.12 3.12 3.24 3.10 3.09 3.08 3.06 3.06 3.07 3.07 3.05 3.09 3.08 3.03 3.03 3.07 2.61 2.57 2.54 2.40 3.09 3.00 2.41 2.43 3.00 2.81 2.83 2.96 2.92 2.94 3.06 -3.50 2.93 1.84 3.08 2.04 2.04 2.40 2.78 2.93 -3.56 2.93 2.94 2.94
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 3 2 2 1 2 2 2 0 2 2 2
19:38 18:59 22:10 22:02 20:20 20:58 20:56 20:05 14:42 14:38 14:41 14:32 14:06 15:51 16:18 15:10 14:00 14:19 14:18 15:46 15:46 14:55 14:21 14:41 15:43 14:07 16:00 15:57 15:53 15:29 15:25 15:46 15:02 13:57 16:15 16:12 16:01 16:00 15:23 15:49 15:50 15:42 15:40 15:38 14:25 13:59 15:23 14:06 14:13 14:53 14:52 13:58 13:20 13:20 13:18 13:57 14:00 18:34 13:54 13:37 20:35 14:57 14:50 13:33 14:07 14:09 14:13 00:00 13:36 05:30 13:31 09:30 19:31 12:53 13:05 13:29 00:00 13:35 13:33 13:29
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J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.06 2.56 2.56 2.57 2.56 2.57 2.53 2.37 3.01 3.19 2.31 2.29 2.33 1.80 1.77 1.78 1.78 1.83 2.33 1.79 1.79 1.82 1.80 1.80 2.31 2.27 2.27 2.34 2.35 2.31 2.30 2.24 2.24 2.03 2.61 2.17 2.10 2.10 3.94 3.93 3.93 3.97 3.97 2.49 2.43 1.89 1.84 1.79 2.27 2.24 2.26 1.75 2.79 2.19 1.70 3.07 3.32 2.34 3.37 2.81 2.87 2.92 2.31 2.42 2.32 2.32 2.32 2.32 2.79 2.42 2.42 2.42 2.86 2.29 2.32 3.87 2.30 2.30 3.26 3.26
6.94 6.73 7.00 6.63 6.62 6.61 6.52 6.60 7.02 7.01 7.02 7.02 6.60 6.51 6.50 6.57 6.63 6.59 6.66 6.62 6.65 6.59 6.60 6.62 6.63 6.63 6.63 6.58 6.88 6.97 6.84 6.54 6.54 7.00 7.45 6.75 6.51 6.53 6.75 7.09 7.75 6.81 6.89 7.32 6.48 7.07 7.11 7.11 7.12 7.13 7.13 7.11 7.62 7.61 7.47 8.61 8.12 7.57 8.11 7.61 7.62 7.67 7.41 6.61 7.57 7.57 7.25 7.22 7.68 6.65 7.06 6.68 7.67 7.16 7.18 8.79 7.19 7.19 8.17 8.18
3.38 3.17 3.44 3.07 3.06 3.05 2.96 3.04 2.96 2.95 2.96 2.96 3.04 2.95 2.94 3.01 3.07 3.03 3.10 3.06 3.09 3.03 3.04 3.06 3.07 3.07 3.07 3.02 3.32 3.41 3.28 2.98 2.98 3.44 3.39 3.19 2.95 2.97 3.19 3.53 4.19 3.25 3.33 3.26 2.92 3.51 3.55 3.55 3.56 3.57 3.57 3.55 3.56 3.55 3.91 3.55 3.56 4.01 3.55 3.55 3.56 3.61 3.85 3.05 4.01 4.01 3.69 3.66 3.62 3.09 3.50 3.12 3.61 3.60 3.62 3.63 3.63 3.63 3.61 3.62
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2
14:51 12:44 20:38 13:24 13:27 13:29 13:38 15:31 13:37 13:37 13:40 13:41 15:28 13:44 13:45 13:39 21:01 14:17 14:12 14:02 11:51 15:09 15:23 15:37 13:59 14:01 14:01 16:08 15:09 14:10 14:14 13:54 13:54 14:40 14:56 14:39 12:41 12:31 18:42 18:26 01:47 19:13 18:39 18:43 15:09 14:24 14:15 14:11 13:42 13:38 13:37 14:05 13:34 13:55 23:26 13:42 13:33 11:28 13:34 13:35 13:32 13:05 21:40 16:03 12:55 12:55 13:22 13:28 13:36 01:54 16:43 16:46 13:35 13:38 13:49 13:54 13:54 13:54 13:45 14:34
3.33 3.17 3.18 3.07 3.06 3.05 2.96 3.04 2.96 2.95 2.96 2.96 3.04 2.95 2.94 3.01 3.01 3.03 3.08 3.06 3.07 3.03 3.04 3.06 3.07 3.07 3.07 3.02 3.32 3.41 3.28 2.98 2.98 3.44 3.39 3.19 2.95 2.95 3.19 3.53 4.18 3.25 3.28 3.26 2.92 3.51 3.55 3.55 3.56 3.57 3.57 3.55 3.56 3.55 3.59 3.55 3.56 4.00 3.55 3.55 3.56 3.61 3.85 3.05 4.01 4.01 3.69 3.66 3.62 3.06 3.33 3.10 3.61 3.60 3.62 3.63 3.63 3.63 3.61 3.60
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
14:52 12:45 21:05 13:25 13:27 13:29 13:39 15:31 13:38 13:37 13:40 13:41 15:29 13:44 13:45 13:40 13:40 14:18 15:43 14:10 14:08 15:10 15:24 15:09 13:59 14:01 14:01 15:39 15:09 14:11 14:14 13:55 13:55 14:40 14:57 14:39 12:42 12:42 18:42 18:27 01:47 19:14 19:30 18:51 15:22 14:24 14:15 14:11 13:43 13:38 13:37 14:06 13:35 13:56 16:49 13:43 13:34 21:21 13:35 13:35 13:32 13:05 18:55 16:03 12:55 12:55 13:23 13:29 13:36 16:05 14:45 15:31 13:36 13:39 13:49 13:54 13:54 13:54 13:46 14:35
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J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.43 2.32 2.35 2.35 3.81 2.37 2.43 2.44 2.43 2.41 2.41 5.00 3.07 4.95 3.07 3.09 3.13 3.16 3.13 3.16 3.19 3.18 4.40 3.06 3.79 4.39 3.79 3.31 3.84 3.31 3.59 4.07 3.64 3.68 3.64 3.86 3.55 3.23 3.20 3.67 2.77 3.24 2.78 2.92 2.74 2.98 2.88 2.86 2.84 2.79 2.98 3.01 2.96 2.93 2.33 2.31 2.31 2.30 3.58 3.06 2.30 2.31 2.31 3.24 2.31 2.30 3.65 4.76 5.05 4.94 4.57 4.94 3.65 4.70 2.98 2.85 2.51 2.51 2.95 3.05
6.51 7.10 7.10 7.28 8.40 7.47 6.77 6.80 6.51 6.98 7.13 8.97 7.15 8.80 7.18 6.84 6.86 6.86 6.83 6.83 6.73 6.73 8.06 7.45 8.08 8.95 8.14 6.86 8.19 6.87 7.16 7.58 7.37 7.52 7.53 8.81 8.31 6.42 6.79 8.33 6.65 6.65 6.62 6.61 6.63 7.00 6.83 6.86 6.70 6.51 6.29 6.65 6.52 6.99 6.07 6.48 6.89 6.60 7.96 7.17 6.45 6.44 6.57 6.91 6.40 6.37 7.82 7.17 8.28 8.31 8.32 11.61 7.82 8.32 6.20 6.68 6.67 6.63 6.69 7.13
2.95 3.54 3.54 3.72 3.34 3.91 3.21 3.24 2.95 3.42 3.57 3.43 3.59 3.42 3.62 3.31 3.30 3.30 3.27 3.27 3.17 3.17 3.00 3.89 3.02 3.89 3.08 3.30 3.13 3.31 3.60 3.59 3.81 3.96 3.97 5.25 4.75 2.56 3.23 4.77 3.09 3.09 3.06 3.05 3.07 3.27 3.27 3.30 3.14 2.95 2.73 3.09 2.96 3.43 2.51 2.92 3.33 3.04 2.90 3.46 2.89 2.88 3.01 2.95 2.84 2.81 3.06 3.61 4.72 4.75 4.76 8.05 3.06 4.76 2.64 3.12 3.11 3.07 3.13 3.28
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
16:07 13:15 16:48 18:23 18:28 18:23 12:38 12:40 16:07 13:23 13:10 13:27 13:48 13:29 18:50 14:30 14:31 22:22 14:58 15:04 16:50 16:46 21:42 21:02 12:39 12:21 12:40 19:25 18:25 19:37 18:39 18:38 18:23 18:59 18:58 14:39 18:46 22:54 03:10 18:56 03:24 03:24 03:34 11:30 03:49 04:18 04:16 04:14 04:18 04:20 03:46 03:25 16:18 18:30 14:17 13:11 18:25 14:28 14:30 20:02 13:12 13:12 14:13 16:58 13:15 13:20 15:35 20:40 18:49 18:48 18:47 12:46 15:59 18:54 14:47 22:55 15:55 15:39 16:58 04:50
2.95 3.54 3.54 3.64 3.34 3.68 3.21 3.24 2.95 3.42 3.55 3.43 3.53 3.42 3.43 3.31 3.30 3.30 3.27 3.27 3.17 3.17 3.00 3.30 3.01 3.18 3.07 3.30 3.13 3.31 3.60 3.59 3.72 3.96 3.97 5.20 4.75 2.56 3.23 4.76 3.09 3.09 3.06 3.05 3.07 3.26 3.27 3.29 3.14 2.95 2.72 3.08 2.96 3.42 2.51 2.92 3.03 3.04 2.90 3.45 2.89 2.88 3.01 2.95 2.84 2.81 3.06 3.61 4.72 4.75 4.75 4.81 3.06 4.76 2.64 3.10 3.10 3.07 3.12 3.26
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
16:07 13:15 16:43 16:20 18:28 16:20 12:38 12:40 16:07 13:23 13:11 13:28 13:54 13:29 13:28 14:30 14:31 22:23 14:59 15:04 16:51 16:47 21:16 17:46 12:24 12:19 12:41 19:35 18:25 19:37 18:40 18:38 16:20 18:59 18:58 14:40 18:46 22:54 03:11 18:56 03:25 03:24 03:34 11:31 03:49 04:18 04:17 04:17 04:18 04:20 03:46 04:17 16:18 18:31 13:27 13:12 17:26 14:28 14:30 20:03 13:13 13:13 14:25 16:58 13:15 13:20 15:35 20:40 18:49 18:46 18:48 12:46 15:45 18:54 14:48 12:58 16:02 15:33 16:59 05:41
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J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.18 3.58 6.03 5.00 2.68 2.61 2.83 2.13 2.13 3.60 3.52 0.65 0.68 1.63 1.18 2.09 3.06 3.07 3.07 2.23 2.23 3.72 2.74 2.45 1.94 3.62 2.96 2.11 2.11 2.67 3.62 3.59 3.91 3.91 3.91 2.82 3.35 1.87 1.87 1.81 3.59 3.59 3.57 3.32 3.59 1.87 1.86 2.36 2.10 2.32 2.35 1.84 3.59 1.91 1.91 1.91 1.93 1.91 2.50 2.46 2.42 2.40 2.40 2.40 2.49 2.29 2.50 2.87 2.41 2.26 2.46 2.42 2.43 2.44 2.31 2.32 2.32 2.32 2.32 2.33
7.92 8.29 7.35 6.23 6.40 6.32 8.00 6.49 7.03 7.99 8.93 13.56 8.01 12.47 9.94 7.10 6.56 7.26 7.09 4.09 4.09 8.01 7.10 4.61 7.10 7.82 8.10 7.22 7.22 7.74 7.82 7.80 8.90 8.92 8.91 7.97 9.19 6.45 6.45 6.45 7.87 7.82 7.96 7.88 7.81 6.20 6.06 6.56 5.56 6.31 6.51 6.20 7.82 6.54 6.69 6.54 6.31 6.30 6.54 11.35 6.56 6.56 6.89 6.56 6.57 7.10 6.60 7.06 6.56 7.10 6.56 6.58 7.48 11.90 6.56 6.63 6.80 6.62 6.67 6.58
3.88 3.89 -0.60 -0.76 2.84 2.76 4.00 2.93 3.47 2.93 3.87 10.00 4.01 3.84 3.70 3.54 3.00 3.70 3.53 0.53 0.53 4.01 3.04 1.05 3.04 3.06 3.04 3.16 3.16 3.18 3.06 3.04 2.84 2.86 2.85 3.10 3.63 2.89 2.89 2.89 3.11 3.06 2.90 3.12 3.05 2.64 2.50 3.00 2.00 2.25 2.45 2.64 3.06 2.98 3.13 2.98 2.75 2.74 2.98 7.79 3.00 3.00 3.33 3.00 3.01 3.54 3.04 3.00 3.00 3.54 3.00 3.02 3.92 8.34 3.00 3.07 3.24 3.06 3.11 3.02
1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2
20:44 09:26 17:38 17:38 05:52 22:19 10:25 14:24 14:51 14:22 12:13 13:51 12:09 13:36 12:42 12:46 14:51 14:51 14:51 21:02 21:02 00:00 22:17 12:30 20:15 15:43 11:47 13:00 13:00 15:33 15:43 15:22 17:18 15:09 15:09 14:11 11:55 12:54 12:54 12:54 15:07 15:23 14:30 14:22 15:34 11:55 14:09 18:29 20:50 12:37 12:37 12:38 15:37 13:18 14:15 13:18 14:15 12:29 16:02 17:50 16:00 16:00 01:15 15:40 15:51 14:07 16:07 15:16 15:18 14:07 15:21 16:59 16:42 16:45 15:18 14:07 00:37 14:23 14:03 14:34
3.88 3.89 -0.82 -0.83 2.84 2.75 0.98 2.93 3.41 2.93 3.82 7.46 4.01 3.83 3.64 3.54 3.00 3.45 3.43 0.50 0.50 0.61 3.04 1.01 3.04 3.06 3.04 3.16 3.16 3.18 3.06 3.04 2.84 2.80 2.80 3.10 3.37 2.89 2.89 2.89 3.08 3.06 2.90 3.08 3.05 2.64 2.50 1.50 2.00 2.24 2.44 2.64 3.06 2.98 3.11 2.98 2.75 2.74 2.98 6.22 3.00 3.00 3.13 3.00 3.01 3.54 3.04 3.00 3.00 3.54 3.00 3.01 3.72 5.74 3.00 3.07 3.10 3.05 3.09 3.02
1 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2
21:07 05:42 12:39 18:25 09:18 21:54 21:44 14:25 14:52 14:22 12:14 17:07 12:12 13:36 13:36 12:47 14:47 15:34 14:52 20:46 20:46 21:00 11:03 12:31 20:15 15:43 15:28 13:00 13:00 15:28 15:43 15:23 14:12 15:10 15:10 16:47 14:33 12:54 12:54 12:54 15:21 15:32 14:30 18:26 15:35 14:30 14:10 20:50 22:17 11:30 12:37 12:27 15:37 13:19 14:16 13:19 14:16 15:32 16:02 15:41 16:01 16:00 01:15 15:41 15:51 14:07 16:07 15:16 15:18 14:08 15:22 17:00 22:05 01:31 15:19 14:07 14:17 14:23 14:34 14:34
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J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.31 3.32 3.30 3.22 2.17 3.22 3.34 3.45 3.45 3.25 2.12 0.63 0.61 0.59 0.55 0.49 0.41 0.33 2.28 1.15 3.18 1.15 1.13 1.13 1.14 1.14 1.15 2.50 2.69 2.75 2.27 2.70 2.69 2.80 2.32 2.89 2.88 2.88 2.88 5.91 2.32 3.75 3.81 3.83 3.78 2.64 3.95 3.90 2.80 3.99 4.05 2.91 4.19 4.61 4.70 4.81 4.48 2.88 1.62 3.45 2.44 2.96 4.45 3.69 2.47 2.47 2.49 2.59 2.29 2.57 2.70 2.68 2.57 2.51 2.30 2.29 2.53 2.48 2.43 2.43
6.56 7.55 7.51 7.45 7.00 7.45 7.56 7.37 7.38 7.46 7.00 6.19 6.27 6.21 6.01 5.86 5.87 2.98 6.56 7.56 7.48 6.85 6.80 5.83 7.05 6.75 6.85 6.93 6.92 6.86 7.09 6.87 6.99 7.02 7.10 7.28 7.73 7.28 7.41 10.80 7.11 7.82 7.83 7.83 7.83 6.63 7.55 7.55 6.36 7.55 7.58 6.81 7.73 8.05 8.22 8.37 8.05 6.63 6.51 8.51 6.51 7.57 8.06 8.07 7.21 7.52 7.05 6.91 7.17 6.86 6.91 6.86 6.85 6.85 13.56 7.18 6.86 6.85 6.89 6.87
3.00 2.99 2.95 2.89 3.44 2.89 3.00 2.81 2.82 2.90 3.44 3.63 3.71 3.65 3.45 3.30 3.31 0.42 4.00 4.00 2.92 3.29 3.24 2.27 3.49 3.19 3.29 3.37 3.36 3.30 3.53 3.31 3.43 3.46 3.54 3.72 4.17 3.72 3.85 7.24 3.55 3.06 3.07 3.07 3.07 3.07 2.79 2.79 2.80 2.79 2.82 3.25 2.82 2.69 2.75 2.80 2.69 3.07 2.95 2.95 2.95 3.01 3.00 3.01 3.65 3.96 3.49 3.35 3.61 3.30 3.35 3.30 3.29 3.29 10.00 3.62 3.30 3.29 3.33 3.31
2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2
15:18 15:22 15:11 14:48 14:34 14:48 10:03 15:12 15:10 14:39 14:36 13:24 14:34 13:32 17:39 12:26 14:24 18:17 00:00 11:47 14:29 11:48 11:47 11:56 11:29 11:32 13:19 12:35 14:00 13:49 14:05 00:52 13:27 13:25 14:04 12:53 12:30 12:53 00:48 00:19 14:05 15:22 15:43 15:44 15:45 15:45 19:32 19:32 19:32 19:31 19:29 02:16 19:28 20:14 20:13 19:23 20:14 18:45 12:34 12:32 16:06 14:49 21:42 13:39 13:03 12:51 12:33 12:31 14:22 03:24 04:30 19:43 21:07 12:24 21:38 14:07 12:24 12:20 12:19 12:14
3.00 2.99 2.95 2.89 3.44 2.89 3.00 2.81 2.82 2.90 3.44 3.63 3.71 3.65 3.44 3.29 3.28 0.17 0.61 4.00 2.92 3.29 0.52 0.65 2.71 3.19 3.29 3.37 3.35 3.30 3.53 3.31 3.43 3.46 3.54 3.72 4.05 3.72 3.85 7.24 3.55 3.06 3.07 3.07 3.07 3.07 2.79 2.79 2.80 2.79 2.82 2.82 2.82 2.69 2.75 2.80 2.69 2.94 2.95 2.95 2.95 3.01 3.00 3.01 3.65 3.81 3.49 3.35 3.60 3.29 3.33 3.29 3.29 3.29 6.91 3.62 3.30 3.29 3.33 3.31
2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2
15:18 15:23 15:12 14:48 14:34 14:48 09:35 15:12 15:11 14:40 14:36 13:24 16:04 17:58 13:58 12:27 12:27 18:44 09:00 11:51 14:31 11:48 14:51 13:15 11:55 11:48 11:48 12:35 14:00 13:50 14:05 00:54 13:27 13:25 14:05 12:53 12:26 12:54 00:48 00:19 14:06 15:23 15:44 15:45 15:45 15:45 19:32 19:32 19:32 19:32 19:30 19:30 19:29 20:15 20:13 20:12 20:15 19:03 12:34 12:32 16:06 14:49 16:09 13:40 13:04 12:31 12:33 12:31 14:07 02:38 04:30 05:22 09:10 12:29 20:19 14:07 12:25 12:20 12:20 12:14
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J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.43 2.45 2.52 2.52 2.45 1.13 3.15 2.38 1.13 1.14 1.09 1.08 1.09 1.10 1.10 1.11 2.93 1.12 1.16 1.15 2.86 1.15 1.15 0.93 2.86 2.90 0.92 0.92 0.91 0.91 0.90 5.59 0.35 0.37 0.39 0.39 2.46 0.39 3.13 2.45 3.77 3.35 3.39 5.31 3.33 2.45 2.45 2.44 2.44 2.44 2.44 2.44 2.44 3.77 3.72 2.92 3.16 3.16 2.70 2.71 2.70 2.42 2.42 2.18 2.21 2.61 1.84 2.43 3.16 2.02 4.34 3.79 1.15 2.71 0.54 3.18 1.15 0.48 3.72 4.31
6.87 6.88 7.07 6.90 6.89 7.04 7.05 7.16 6.29 6.29 6.21 6.23 6.21 6.24 6.27 6.29 7.79 6.31 6.35 6.34 7.79 6.34 6.32 5.95 14.06 7.79 5.76 5.67 6.04 6.60 6.30 6.57 1.24 1.44 1.70 1.77 7.19 2.06 7.06 7.15 6.04 8.23 5.60 7.90 6.33 6.50 6.50 6.46 6.45 6.43 6.40 6.55 6.73 9.54 7.22 6.99 4.29 4.89 9.50 6.54 8.00 6.39 6.64 8.18 7.63 7.03 6.11 7.13 7.50 6.63 6.22 8.22 8.04 4.57 4.15 7.38 3.76 3.67 4.64 7.72
3.31 3.32 3.51 3.34 3.33 3.44 3.45 3.60 2.69 2.69 2.61 2.63 2.61 2.64 2.67 2.69 3.73 2.71 2.75 2.74 3.73 2.74 2.72 2.35 10.00 3.73 2.16 2.07 2.44 3.00 2.70 -2.43 -2.36 -2.16 -1.90 -1.83 3.13 -1.54 3.50 3.09 1.98 4.67 2.04 2.34 2.77 2.94 2.94 2.90 2.89 2.87 2.84 2.99 3.17 5.08 2.85 3.43 0.73 1.33 6.00 3.04 4.00 2.83 3.08 4.62 4.07 3.47 4.75 3.07 2.94 3.07 2.66 2.28 2.55 0.51 0.59 2.82 0.20 0.11 1.08 4.16
2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:11 12:09 12:06 12:08 12:08 16:48 04:14 14:05 14:12 14:13 14:04 14:55 13:22 14:05 14:06 14:07 14:46 14:08 14:37 14:27 14:31 14:24 14:17 12:26 16:19 14:30 14:11 13:00 15:32 14:05 14:08 12:15 12:15 12:15 12:15 12:15 15:11 12:14 03:14 15:10 12:20 02:33 12:16 13:52 13:51 16:05 16:05 15:59 15:58 19:26 19:25 15:51 00:35 23:57 19:21 18:45 12:14 12:14 10:08 18:00 21:23 19:24 18:45 11:56 22:02 20:39 18:58 15:09 14:42 15:05 13:44 14:20 13:35 20:44 21:02 15:08 12:15 11:59 12:15 12:14
3.31 3.32 3.48 3.34 3.33 3.44 3.44 3.60 2.69 2.69 2.61 2.63 2.61 2.64 2.67 2.69 3.73 2.71 2.75 2.74 3.72 2.74 2.72 2.35 6.24 3.73 2.16 2.07 2.44 3.00 2.70 -2.43 -2.36 -2.16 -1.90 -1.83 3.13 -1.54 3.50 3.09 1.98 4.67 2.04 2.32 2.46 2.94 2.94 2.90 2.89 2.87 2.84 2.99 3.05 4.91 2.84 3.24 0.72 1.32 4.73 3.04 1.07 2.82 3.02 4.62 4.06 3.46 4.75 3.07 2.94 3.07 2.54 2.27 2.43 0.49 0.49 2.82 0.20 0.03 1.08 4.16
2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:12 12:09 12:06 12:09 12:08 16:49 03:24 14:05 14:13 14:13 14:05 13:21 13:23 14:05 14:07 14:08 14:46 14:08 14:37 14:28 14:46 14:24 14:17 12:26 00:58 14:33 14:11 12:56 16:15 13:08 14:05 12:16 12:15 12:15 12:15 12:15 15:11 12:15 05:53 15:10 12:20 05:19 12:17 13:53 13:52 16:05 16:06 15:59 15:59 19:27 19:25 15:51 16:37 00:50 20:10 18:33 12:15 12:15 11:15 08:23 09:36 19:24 18:37 20:03 17:21 21:58 18:59 15:09 14:43 15:06 12:11 14:21 13:30 20:44 20:44 15:09 12:15 12:01 12:15 12:14
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JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
3.34 3.72 3.72 3.72 0.00 0.00 3.72 3.72 0.00 5.21 3.72 3.72 3.72 3.72 3.72 3.72 3.72 3.72 3.72 2.28 3.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.24 1.65 1.66 0.00 6.14
7.07 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.47 2.57 0.00 8.18
3.07 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 0.97 1.07 -1.00 -7.82
2 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
14:23 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:04 12:15 12:15 00:00 12:59
3.07 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 0.97 1.07 -1.00 -7.89
2 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
14:23 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:05 12:15 12:15 00:00 13:20
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 7.48 2 11:54 0 2.1 -1.970 J-104 JUNCTION 2.93 7.06 2 11:43 0.285 1.91 15.769 J-106 JUNCTION 0.00 9.64 2 11:34 0 0.919 11.424 J-109 JUNCTION 0.00 11.84 3 01:55 0 2.72 9.218 J-11 JUNCTION 0.00 18.80 3 00:47 0 3.04 7.922 J-110 JUNCTION 3.51 11.28 2 12:05 0.312 1.61 0.414 J-113 JUNCTION 0.00 14.86 2 13:50 0 2.42 7.714 J-114 JUNCTION 0.00 21.76 2 13:49 0 2.6 -1.686 J-118 JUNCTION 0.00 23.78 3 00:50 0 2.97 0.832 J-12 JUNCTION 0.00 17.92 2 16:53 0 2.31 2.277 J-121 JUNCTION 3.50 7.20 3 01:20 0.294 0.568 11.901 J-126 JUNCTION 7.84 9.30 2 12:15 0.844 0.985 0.091 J-126A JUNCTION 0.00 3.76 2 15:38 0 0.123 0.000 J-127 JUNCTION 0.00 7.03 2 11:46 0 1.01 -0.056 J-128 JUNCTION 0.00 9.26 2 11:38 0 1.1 -0.461 J-129 JUNCTION 6.28 11.61 2 13:05 0.559 1.5 -1.016 J-130 JUNCTION 0.00 9.06 2 14:11 0 1.88 1.535 J-131 JUNCTION 0.00 6.79 2 16:02 0 1.63 1.423
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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% % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 18 of 62
J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-158A J-15A J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.74 0.00 0.00 0.00 5.63 0.00 0.00 1.01 4.83 0.00 0.00 0.00 7.76 0.00 0.00 0.00 2.21 0.00 1.44 0.00 1.26 2.38 0.00 0.00 1.62 1.48 0.00 0.00 0.00 0.00 3.08 2.71 0.00 4.77 0.00 4.97 0.00 3.62 0.00 0.00 0.00 6.03 0.00 0.00 2.31 0.00 0.00 1.95 3.35 0.00 2.54 0.00 4.00 0.00 0.00 3.62 0.00 0.00 2.46 0.00 3.01 0.00 2.85 0.00 1.95 1.99 3.64 0.00 4.88 3.89 3.57 0.00 4.90 0.00 0.00 0.00 0.00 0.00 0.00 3.23
4.87 3.56 4.83 5.23 6.58 7.55 4.11 24.21 4.83 4.26 4.15 4.55 26.93 16.87 12.10 9.11 6.40 6.72 11.50 7.21 6.86 7.96 13.04 3.45 3.62 2.78 4.53 2.15 5.89 10.69 32.77 15.91 14.20 19.66 17.58 27.35 28.66 18.58 17.12 20.47 19.95 7.36 4.59 21.94 5.97 5.92 5.51 9.63 4.38 3.88 15.99 12.57 7.21 13.44 27.68 42.13 35.84 4.15 5.04 4.71 7.06 11.81 14.51 4.81 7.58 5.05 5.41 14.17 15.70 29.01 3.87 5.60 4.90 4.52 22.53 7.47 73.46 60.94 10.85 7.95
2 3 3 3 2 3 2 2 2 3 3 3 3 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 3 2 1 3 2 2 3 3 3 3 3 2 0 3 1 1 1 2 3 3 2 3 3 3 2 1 2 2 2 3 2 2 2 2 3 2 2 2 2 1
12:14 02:57 02:47 01:50 12:14 00:50 11:54 12:01 12:15 03:27 02:18 02:18 03:16 03:16 23:51 03:02 14:32 14:00 13:27 14:24 14:52 12:18 13:11 12:01 11:36 09:11 11:50 11:25 11:35 10:17 12:01 11:52 11:52 00:35 11:48 01:33 01:34 11:34 11:34 11:39 00:46 12:15 20:50 00:34 10:48 03:52 04:04 04:03 05:43 03:49 03:09 11:12 22:13 05:09 04:10 01:17 19:45 10:26 02:10 04:49 22:24 01:34 03:51 00:41 08:24 09:52 09:09 06:14 23:27 00:53 12:10 03:53 12:14 11:51 00:42 16:54 13:12 15:52 13:12 11:03
0.434 0 0 0 0.522 0 0 0.0754 0.447 0 0 0 0.917 0 0 0 0.204 0 0.125 0 0.107 0.222 0 0 0.13 0.115 0 0 0 0 0.268 0.231 0 0.447 0 0.445 0 0.306 0 0 0 0.613 0 0 0.216 0 0 0.177 0.334 0 0.24 0 0.345 0 0 0.329 0 0 0.188 0 0.249 0 0.235 0 0.177 0.182 0.306 0 0.428 0.398 0.29 0 0.424 0 0 0 0 0 0 0.267
1.25 0.875 1.48 1.47 1.52 1.25 0.167 1.95 1.14 0.767 0.764 0.779 1.83 0.613 0.372 0.944 1.79 1.79 1.94 1.86 1.94 2.11 2.28 0.446 0.428 0.214 0.274 0.101 1.04 2.27 1.93 0.684 0.415 1.06 0.521 1.04 0.644 1.39 1.2 1.74 1.53 1.47 1.36 0.444 1.57 1.37 1.67 2.34 1.04 0.892 1.51 1.14 0.896 1.59 2.57 4.34 1.83 1.2 1.28 1.23 1.49 3.44 2.98 0.886 0.575 0.469 1.07 1.45 3.95 1.88 0.511 0.813 1.06 1.07 0.415 1 2.11 1.53 1.63 1.61
1.353 7.812 1.970 2.818 0.338 2.881 6.939 1.295 1.032 5.227 6.928 8.844 -0.080 0.282 1.860 1.583 -0.604 -2.189 3.003 1.547 1.336 -0.219 1.656 7.314 9.418 12.756 18.679 35.782 1.278 -7.441 0.968 0.207 -0.883 0.649 -1.954 0.670 -26.486 0.247 0.000 0.408 -1.106 6.789 6.049 1.513 -0.936 1.159 6.435 0.000 14.017 15.195 0.248 0.762 -13.869 1.918 -4.842 -0.477 -1.879 6.661 4.063 9.001 9.644 0.811 8.672 6.192 21.855 2.922 4.703 5.460 2.318 0.952 -5.529 10.096 -11.932 4.907 -0.036 -2.097 -4.281 -18.853 -0.093 -2.568
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 19 of 62
J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.98 0.00 0.00 0.00 3.10 0.00 0.00 0.00 0.00 0.00 0.00 3.38 0.00 0.00 0.00 0.00 0.00 1.97 0.00 6.17 0.00 0.00 0.00 1.23 0.00 0.00 1.24 0.00 0.00 3.31 3.30 3.21 0.00 3.04 0.00 2.57 0.00 2.56 0.00 0.00 3.85 0.00 0.00 2.51 0.00 0.00 0.00 0.00 0.00 6.87 0.00 6.77 0.00 0.00 3.65 0.00 3.51 0.00 0.00 4.42 0.00 0.00 0.00 0.00 2.87 0.00 0.00 5.01 0.00 0.00 0.00 3.24 0.00 0.00 4.97 0.00 2.85 0.00 0.00 3.99
9.03 38.49 21.38 9.12 28.17 0.00 34.28 6.55 21.27 6.51 7.49 7.55 7.28 23.18 0.00 30.60 25.44 38.23 28.13 28.88 26.13 7.05 7.42 6.34 22.03 4.69 21.60 16.00 9.11 21.04 25.45 8.10 13.55 24.34 22.63 5.44 17.14 29.75 20.93 3.48 20.45 17.10 4.80 20.67 18.67 9.11 4.39 3.72 3.63 18.95 16.59 11.02 5.15 3.78 14.26 9.26 22.37 85.92 83.36 22.05 19.02 6.10 5.78 5.14 6.64 8.20 6.60 8.17 7.26 7.20 23.23 45.63 39.93 10.65 30.93 14.70 13.51 8.04 5.09 4.14
3 2 2 1 3 0 2 2 3 2 2 2 3 2 0 2 2 2 2 2 2 1 2 2 2 3 1 3 2 2 3 3 2 2 2 2 3 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 3 2 2 3 2 3 2 3 3 3 3 2 2 2 3 2 2 2 2 2 2 2 2 3 2 1 2 3
03:51 12:28 12:28 19:52 00:55 00:00 06:01 15:23 01:01 14:44 15:30 14:22 02:23 03:15 00:00 07:10 08:24 22:09 22:01 20:38 20:38 22:56 23:21 07:44 06:47 01:13 21:39 05:59 11:19 09:07 01:21 04:43 09:10 20:25 20:25 11:43 01:54 21:36 21:27 11:40 21:48 21:48 11:54 01:22 01:35 03:07 03:34 03:26 08:04 11:32 11:32 12:03 05:14 11:48 11:43 03:13 17:48 01:47 23:57 02:58 03:31 03:01 03:31 11:46 11:56 11:55 05:18 11:56 11:48 11:57 11:44 22:25 22:25 11:57 11:42 03:52 11:13 20:57 11:34 01:39
0.29 0 0 0 0.304 0 0 0 0 0 0 0.317 0 0 0 0 0 0.179 0 0.601 0 0 0 0.104 0 0 0.105 0 0 0.286 0.311 0.273 0 0.277 0 0.243 0 0.222 0 0 0.349 0 0 0.245 0 0 0 0 0 0.658 0 0.63 0 0 0.346 0 0.344 0 0 0.363 0 0 0 0 0.315 0 0 0.537 0 0 0 0.321 0 0 0.501 0 0.256 0 0 0.408
1.62 4.52 0.485 3.26 1.34 0 4.12 2.78 0.379 2.94 2.97 3.03 2.94 6.52 0 6.96 4.53 5.73 1.33 2.35 1.38 1.46 1.4 1.48 1.72 0.934 4.53 4.16 2.97 2.98 1.86 2.82 3.36 0.943 0.446 1.77 0.811 0.972 0.549 0.764 1.16 0.702 0.368 0.351 0.13 2.18 0.836 0.866 0.85 1.56 1.27 2.75 1.03 0.83 1.3 1.1 1.49 3.61 3.57 0.902 0.581 0.728 1.64 2.02 2.14 1.98 1.76 1.92 1.57 2.01 1.67 2.8 0.488 2.52 3.64 2.42 2.74 1.28 0.98 1.03
-1.828 -1.615 -6.904 2.389 0.656 0.000 1.336 2.179 0.919 4.269 2.539 -1.006 2.288 -0.009 0.000 -1.400 -3.972 0.770 -0.591 0.142 0.000 5.693 -0.423 3.865 3.664 7.632 -4.611 -0.491 -0.571 0.981 0.246 0.860 1.273 -0.141 0.281 3.429 -0.889 0.113 -0.170 6.471 0.102 0.097 21.145 0.943 1.402 1.518 14.582 9.033 14.005 0.174 0.000 0.402 13.016 12.476 0.086 0.080 1.954 0.682 -32.083 0.000 -1.541 1.109 5.656 1.056 -0.393 0.221 9.922 -0.310 2.830 0.369 0.565 -0.733 0.323 -1.552 -0.205 0.658 12.851 3.482 21.473 12.391
% % % % % gal % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 3.04 4.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.23 0.00 0.00 3.86 0.00 0.00 0.00 0.00 2.46 4.82 2.41 0.00 7.93 0.00 0.00 0.00 0.00 5.11 0.00 4.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.11 3.55 0.00 3.97 0.00 0.00 0.00 1.24 0.00 0.00 0.00 0.00 5.95 0.00 0.00 0.00 0.00 0.00 1.06 0.79 0.00 0.00 0.69 0.93 2.82 1.95 0.00 0.00 0.00 2.29 3.05 0.00 0.00 0.78 0.00 1.52 3.61 0.00 0.00 7.34 0.00 0.00 0.00
4.44 71.18 19.23 15.99 4.06 5.24 6.23 23.27 22.78 18.14 10.92 9.50 8.13 43.90 17.31 17.25 11.92 18.02 25.40 13.82 34.10 25.25 40.53 28.76 4.38 3.98 22.83 21.83 18.97 43.16 18.96 10.74 18.96 7.20 10.90 10.43 9.41 9.62 5.29 7.82 24.42 11.97 69.82 47.71 29.27 13.84 23.08 12.06 17.10 33.60 25.69 29.34 29.27 115.74 18.20 13.43 58.56 75.87 72.68 68.68 44.48 30.49 26.24 14.47 16.55 30.91 19.17 18.42 14.11 10.67 25.33 17.65 5.88 30.21 20.44 14.38 30.66 8.03 13.84 8.46
3 3 3 3 2 3 3 3 3 3 2 3 3 2 2 2 2 2 3 3 3 3 2 2 3 3 3 3 3 3 1 1 1 0 0 0 2 0 2 1 2 2 2 2 2 3 3 2 1 2 2 1 1 2 2 2 3 2 1 1 1 2 1 1 1 3 1 1 2 2 2 3 2 2 2 2 3 2 2 2
03:27 02:35 00:19 00:37 11:32 00:50 01:20 02:35 02:35 02:15 21:02 01:19 00:45 22:54 22:54 22:54 21:36 11:49 05:10 03:52 02:15 01:40 15:23 17:48 02:16 00:48 05:10 01:09 01:34 01:22 12:16 12:15 12:16 20:38 20:24 20:38 04:28 21:15 09:56 15:26 15:56 08:41 12:38 12:24 18:24 02:51 00:45 08:43 20:48 09:04 10:44 21:02 21:03 10:44 09:44 14:15 02:58 14:40 21:07 21:48 21:55 10:13 14:28 21:47 21:48 04:24 18:09 21:48 10:05 20:08 14:31 05:09 11:51 18:24 17:55 22:26 02:05 10:46 19:53 11:40
0 0.297 0.513 0 0 0 0 0 0 0 0.303 0 0 0.362 0 0 0 0 0.212 0.528 0.232 0 0.774 0 0 0 0 0.49 0 0.41 0 0 0 0 0 0 0 0.425 0.322 0 0.404 0 0 0 0.0948 0 0 0 0 0.631 0 0 0 0 0 0.183 0.169 0 0 0.14 0.157 0.239 0.201 0 0 0 0.221 0.287 0 0 0.147 0 0.171 0.416 0 0 0.665 0 0 0
0.836 1.83 0.954 0.413 0.67 0.707 0.848 0.379 0.618 0.626 1.25 2.18 0.999 1.41 0.494 0.362 0.952 4.12 1.31 2.25 1.1 0.854 6.46 2.34 1.24 1.25 0.405 1.68 0.939 3.28 1.29 1.39 1.15 1.24 1.23 1.22 1.24 1.5 0.634 1.95 6.72 1.81 4.25 2.03 4.67 3.47 4.94 3.57 3.57 6.06 2.21 5.55 5.86 10.2 1.22 2.74 8 8.72 11 10.3 8.36 7.33 7.17 1.06 1.63 7.86 6.91 6.63 6.46 6.45 8.07 5.98 1.45 1.38 0.811 0.902 3.92 2.11 0.928 0.853
15.985 -0.206 0.014 0.775 10.726 11.506 3.400 0.806 0.477 -0.556 10.362 1.638 5.085 -0.399 0.019 -0.734 1.817 -2.533 -0.449 0.970 0.298 0.143 -2.194 0.883 7.821 8.558 0.151 -1.591 -1.093 -0.506 1.283 8.539 -0.005 11.205 8.576 10.993 3.678 -1.181 -17.704 7.784 0.294 -4.345 8.603 -14.140 -1.147 2.161 3.103 1.257 0.138 0.468 0.000 0.173 0.263 -1.277 17.315 14.240 -2.486 -6.741 -6.354 -2.463 -11.024 -8.128 -6.211 -3.232 9.133 1.664 0.282 -1.821 1.445 2.447 4.261 5.048 7.496 -6.409 1.834 0.373 0.149 17.802 4.765 5.876
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 21 of 62
J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.35 0.00 1.31 1.36 0.00 3.18 0.00 1.29 0.00 0.00 3.88 3.28 1.10 0.00 0.00 0.00 0.69 0.00 0.00 3.04 2.38 0.00 1.57 0.00 0.00 3.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.36 0.00 6.51 0.00 0.00 0.00 3.66 5.00 0.00 0.00 0.00 0.00 6.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.77 0.00 0.00 2.46 6.92 0.00 0.00 0.00 0.00 2.27 0.00 0.00 3.97
11.05 24.58 10.54 8.80 2.30 6.22 8.92 51.87 124.65 122.80 15.74 6.94 9.40 28.75 8.44 7.39 24.09 20.27 43.63 43.36 13.38 18.11 32.91 27.80 27.73 35.29 30.33 16.00 251.78 161.46 12.65 28.27 52.79 46.01 63.75 26.06 25.92 1.61 1.61 48.43 4.26 5.39 4.45 23.85 4.06 26.97 17.71 5.33 18.89 30.07 43.38 19.71 19.71 2.24 26.26 20.41 15.18 5.48 11.58 19.49 23.52 21.76 5.62 5.52 5.39 8.61 7.52 14.25 8.80 10.31 29.23 8.21 4.09 3.29 5.04 5.27 3.69 51.87 10.03 30.00
2 2 3 3 2 2 1 2 2 2 2 2 2 2 3 2 2 1 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3
16:05 23:53 00:27 00:54 11:35 12:13 18:15 12:09 10:25 11:35 11:35 12:10 15:29 17:01 02:05 11:37 20:00 18:18 05:12 09:26 20:38 17:38 05:52 04:43 12:20 22:47 22:43 22:20 12:21 13:28 12:09 13:35 12:41 12:14 16:19 18:50 18:50 21:02 21:02 00:00 22:17 18:21 11:15 11:23 15:27 16:46 17:25 15:33 11:31 11:23 14:11 18:21 18:21 16:46 18:29 11:57 11:57 11:57 11:44 11:43 02:52 17:19 11:27 14:10 01:01 12:37 14:19 15:19 14:07 13:05 11:54 15:23 14:33 11:23 15:20 16:46 04:17 18:25 02:10 02:35
0.632 0 0.148 0.153 0 0.359 0 0.151 0 0 0.399 0.293 0.198 0 0 0 0.123 0 0 0.356 0.223 0 0.138 0 0 0.338 0 0 0 0 0 0 0 0 0.907 0 0 0 0 0 0 0 0 0.226 0 0.606 0 0 0 0.333 0.436 0 0 0 0 0.589 0 0 0 0 0 0 0 0 0 0 0 0.266 0 0 0.205 0.803 0 0 0 0 0.211 0 0 0.409
1.32 3.03 1.38 1.47 0.037 2.38 2.05 3.01 1.52 2.28 0.77 0.612 2.13 3.13 0.336 0.0832 3.17 3.8 16.9 16.5 12.7 12.7 15.3 15.2 15.3 1.49 0.764 3.11 3.9 1.5 1.02 1.11 1.37 1.6 3.46 0.547 0.601 0.163 0.11 0.655 0.576 0.974 0.937 0.88 0.988 1.18 0.543 0.741 0.0657 0.877 1.61 0.181 0.181 0.0837 0.609 1.26 0.238 0.371 0.452 0.233 1.64 1.67 0.605 0.778 0.867 1.21 0.719 1.42 1.41 1.52 2.71 1.73 0.438 0.482 0.873 0.813 0.752 3.31 0.761 1.96
3.170 10.585 4.792 3.039 -2.046 -0.206 0.191 0.197 -4.611 0.000 3.763 -3.654 17.781 -8.598 5.589 16.452 -16.925 14.016 0.324 -1.841 -0.444 -0.242 0.270 -0.143 0.073 1.252 0.000 13.904 -7.217 -37.839 1.191 2.103 1.150 -0.051 -0.425 0.861 1.222 1.208 0.000 0.342 7.564 -0.842 12.467 1.243 0.000 -0.392 0.643 26.301 4.368 2.594 0.222 1.936 1.934 48.383 -0.922 0.571 0.162 0.221 3.046 1.521 -0.280 6.211 1.607 9.143 9.151 -3.587 0.362 -1.373 12.864 3.772 1.236 0.113 0.147 0.127 10.805 10.620 24.415 14.761 11.820 -0.556
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 22 of 62
J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 4.16 5.36 1.93 3.48 1.06 0.00 2.63 2.07 0.00 0.00 0.00 3.96 0.00 4.65 0.00 2.32 1.38 8.44 3.26 0.00 3.01 0.00 3.74 0.00 0.00 5.38 0.00 2.61 1.96 0.00 2.31 0.00 0.00 0.00 0.00 0.00 0.00 3.58 0.00 0.00 0.00 0.00 4.20 3.01 3.48 2.19 0.00 0.00 0.00 2.78 0.00 1.88 0.00 0.00 0.00 0.00 3.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.74 0.00 0.00 0.00 0.00 2.32 0.00 0.00 0.00 3.82 0.00 0.00
19.80 7.89 4.65 8.59 3.35 14.90 7.85 6.99 5.02 50.92 30.98 48.02 14.09 27.94 27.44 32.51 30.15 8.70 10.63 11.11 10.79 13.27 6.76 12.58 6.93 71.62 9.62 10.90 6.62 3.90 3.45 3.05 5.78 8.01 8.07 6.43 8.08 2.87 9.89 3.58 7.55 10.22 6.05 4.32 4.20 4.73 6.33 6.56 10.79 7.67 14.31 13.00 6.09 48.15 25.36 25.36 33.24 26.78 7.21 3.20 6.94 8.28 16.79 13.38 53.37 48.07 13.44 8.12 29.09 20.46 12.25 76.16 7.66 21.17 93.98 21.66 9.15 35.19 14.42 12.03
3 3 2 3 3 3 2 3 3 2 3 3 3 3 3 3 3 2 2 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 2 2 3 1 3 3 3 3 2 2 2 2 2 2 3 3 3 2 2 2 2 3 2 2 3 2
02:42 04:59 12:15 01:33 04:52 03:42 11:56 03:28 03:16 18:42 03:41 04:46 03:54 01:01 00:36 00:26 01:55 11:25 02:36 12:15 11:54 14:25 11:45 11:06 15:00 11:55 09:47 11:13 11:33 12:15 17:57 14:32 17:39 17:50 14:12 14:12 00:00 11:47 18:26 12:15 12:27 13:22 12:30 12:18 12:15 13:16 14:22 12:01 01:52 11:16 00:44 01:28 00:58 03:01 01:32 01:32 00:44 04:59 01:27 05:21 05:38 04:23 11:41 09:57 09:13 10:53 11:21 11:39 03:28 03:28 05:35 08:59 11:01 11:49 11:54 04:40 18:41 18:29 04:48 11:49
0 0 0.374 0.541 0.174 0.32 0.0887 0 0.251 0.206 0 0 0 0.407 0 0.409 0 0.185 0.101 0.855 0.288 0 0.245 0 0.38 0 0 0.521 0 0.249 0.178 0 0.222 0 0 0 0 0 0 0.36 0 0 0 0 0.437 0.344 0.401 0.248 0 0 0 0.318 0 0.213 0 0 0 0 0.31 0 0 0 0 0 0 0 0 0 0.16 0 0 0 0 0.223 0 0 0 0.342 0 0
1.01 1.69 1.04 1.21 0.703 1.69 1.08 0.77 1.19 4.88 1.61 3.69 3.13 0.83 0.378 0.91 0.462 1.34 2.02 2.94 3.07 3.71 2.67 1.48 2.76 2.64 0.574 1.88 1.91 0.264 0.442 0.432 0.653 0.666 0.676 0.0962 0.0971 0.244 1.5 0.582 0.992 0.989 0.434 0.436 0.438 0.495 1.28 1.66 2.34 2.22 1.6 2.32 0.968 8.24 2.39 2.24 4.49 2.96 1.11 1.35 1.58 1.93 3.22 1.56 4.98 1.86 2.1 2.41 4.82 1.19 1.87 3.36 1.41 1.6 2.51 1.22 0.741 1.66 0.825 2.35
1.072 3.267 7.219 1.383 21.745 2.608 6.435 5.544 13.354 -0.005 2.355 -5.139 1.380 0.028 0.000 0.715 0.000 6.436 1.469 3.336 1.205 7.394 0.000 13.797 0.347 -5.358 0.589 12.878 3.605 0.197 -1.139 0.519 0.543 -1.672 0.207 0.926 0.417 5.555 17.126 1.543 0.252 0.133 1.192 0.496 0.413 -22.897 -2.645 -3.811 2.136 0.696 -11.799 -7.225 12.173 -4.138 0.099 -1.089 -6.110 -6.430 6.952 10.153 14.403 12.667 0.517 -0.301 6.588 -18.466 -0.895 5.652 0.779 0.242 2.233 16.932 -0.528 -0.749 -24.844 -1.824 7.218 1.025 3.654 13.051
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.64 0.00 1.82 0.00 0.00 0.00 2.68 0.00 0.00 0.00 1.69 0.00 0.00 0.00 0.00 0.00 2.98 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 5.13 0.00 0.00 0.00 0.70 0.00 0.00 3.90 0.00 0.00 3.46 3.20 0.00 3.01 2.74 2.82 3.38 0.00 0.00 0.00 4.39 0.00 0.00 0.84 0.00 0.66 0.00 2.29 0.00 0.00 2.80 5.04 0.00 2.32 0.00 3.52 0.00 0.00 0.00 0.00 1.97 0.00 1.33 0.00 4.00 0.00 0.00 1.83 0.00 3.46 6.19 0.00 5.95 0.00 1.71
21.30 12.88 18.56 16.98 5.40 5.23 28.14 8.07 7.79 6.23 6.58 5.03 24.96 19.83 5.05 2.70 2.98 2.68 3.08 4.99 13.33 6.75 3.67 8.85 19.78 5.96 13.00 8.88 7.51 21.25 10.66 6.33 4.75 5.07 9.39 3.46 4.44 7.33 33.92 6.36 7.41 3.38 40.54 9.77 5.33 7.21 8.20 13.21 20.80 13.35 5.73 5.09 5.09 2.80 4.76 2.80 10.98 5.74 18.30 13.55 12.02 18.07 58.87 5.39 4.76 6.78 6.36 5.10 5.11 20.28 19.16 67.05 36.28 14.28 3.46 6.19 7.72 15.16 15.81 19.64
2 2 3 2 3 3 3 3 2 3 3 3 2 3 3 2 2 2 2 3 2 3 3 2 1 3 2 2 2 2 2 2 2 3 3 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2
16:09 23:52 01:04 12:54 01:05 00:54 02:04 04:16 03:24 04:19 05:52 04:30 14:08 03:16 04:30 12:24 12:14 12:29 12:32 04:25 12:05 04:24 04:25 11:31 14:30 00:54 18:03 17:46 15:12 16:13 16:59 16:50 12:15 04:21 03:06 12:15 12:05 04:39 14:10 18:09 17:59 12:15 02:01 10:17 18:02 12:15 13:34 12:33 13:15 12:15 12:15 12:15 12:15 12:15 11:02 12:15 12:14 11:53 03:01 14:33 13:53 13:51 16:55 04:56 11:07 04:34 12:02 05:03 04:58 04:37 04:37 01:33 01:47 03:12 12:15 12:15 09:54 13:16 08:35 11:40
0.478 0 0.206 0 0 0 0.28 0 0 0 0.191 0 0 0 0 0 0.336 0 0 0 0 0.112 0 0 0 0.451 0 0 0 0.063 0 0 0.4 0 0 0.349 0.32 0 0.298 0.262 0.272 0.339 0 0 0 0.461 0 0 0.0716 0 0.052 0 0.213 0 0 0.272 0.569 0 0.263 0 0.398 0 0 0 0 0.181 0 0.126 0 0.413 0 0 0.179 0 0.347 0.699 0 0.499 0 0.167
6.22 2.25 0.82 0.347 0.926 1.05 3.29 1.13 1.32 0.974 1.04 0.855 2.67 0.62 1.05 0.645 0.757 0.57 0.558 0.589 0.668 0.27 0.585 0.715 0.557 1.16 1.61 1.01 1.37 2.24 0.858 0.792 0.807 0.423 0.928 0.377 0.376 0.471 4.18 0.733 0.967 0.352 2.96 3.33 0.389 0.833 0.827 0.862 3 3.53 0.535 0.483 0.484 0.272 1.01 0.272 4.34 1.03 4.29 4.33 4.14 4 3.19 0.592 0.543 1.01 0.826 0.896 0.881 0.826 0.518 4.04 7.85 0.945 0.347 0.699 0.337 0.863 12.5 1.29
7.758 11.142 -3.252 -6.808 -4.098 -0.092 0.378 -2.091 -5.790 -1.376 -1.874 -5.508 -0.228 0.000 -6.417 -1.155 -5.600 -2.302 -8.163 -6.922 -21.185 -8.209 -5.469 0.483 0.000 8.740 -0.168 3.606 0.619 -0.597 1.776 1.550 0.613 2.391 27.222 -2.140 -2.962 1.822 0.000 0.492 0.388 -3.115 3.361 1.175 3.431 -0.986 1.004 9.644 -1.670 0.028 0.109 0.164 0.177 0.248 4.802 0.112 1.707 3.666 0.331 4.681 0.121 4.788 -23.507 3.190 4.589 3.902 2.651 4.676 4.910 1.099 -0.837 -1.402 4.669 1.235 0.151 0.126 -7.474 7.954 0.133 0.495
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 2.23 0.00 0.00 0.72 0.00 0.00 5.27 0.00 0.00 0.00 5.69 0.00 4.63 2.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.28 9.81 11.21 25.27 50.61 7.62 14.38 5.27 51.77 113.67 118.99 7.61 7.60 63.71 4.03 4.03 17.13 55.33 10.10 11.44 7.37 7.59 2.82 1.70 12.46 19.49 2.82 5.07 7.02 6.93 4.05 4.69 3.46 6.19 0.00 9.83 4.88 8.08 48.43 4.62 2.84 1.41 3.85 2.06 1.44 1.95 0.00 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.33 4.87 12.40 3.79 13.35
3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 0 0 3 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 0 2 2 0 0 2 2 1 2 2 0 2 0 0 1 2 1 2 1 2 2 2 2 1 2 0 0 1 2 0 0 0 1 2
04:31 19:07 10:48 09:26 06:49 11:35 02:05 12:15 13:11 14:06 18:22 12:15 12:15 11:47 12:15 12:15 00:00 00:00 03:57 12:18 16:03 16:02 23:33 05:59 14:34 12:20 11:50 14:20 14:05 15:00 12:15 12:37 12:15 12:15 00:00 12:02 08:35 00:00 00:00 10:01 07:47 04:57 05:01 03:09 22:31 11:55 00:00 20:22 10:52 07:10 09:08 06:08 02:00 11:52 11:16 11:49 11:31 22:53 09:10 21:50 21:55 13:29 09:04 00:00 00:00 00:00 08:21 12:15
0 0.255 0 0 0.136 0 0 0.498 0 0 0 0.53 0 0.492 0.292 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.2 1.04 2.85 4.67 3.75 1.16 2.28 1.05 2.73 1.63 0.583 1.13 0.652 2.58 0.3 0.0653 4.03 3.6 2.14 1.96 1.62 2.61 1.56 0.752 5.45 2.74 1 0.966 0.7 2.64 0.0637 0.0792 0.346 0.698 0 0.463 0.0317 0.0984 0.657 2.4 1.28 0.635 1.64 0.838 0.733 0.514 0 1.54 1.56 1.19 1.14 0.294 0.653 0.561 0.492 0.58 0.909 0.486 0.689 0.561 1.73 1.13 2.14 3.61 1.03 3.01 2.79 3.53
0.862 -11.859 -14.896 -8.017 0.105 0.407 0.822 3.877 -1.133 0.523 -57.542 0.514 0.139 0.716 0.448 2.523 -0.081 1.571 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 25 of 62
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 18.09 4.618 0.000 J-104 JUNCTION 49.73 5.581 0.000 J-106 JUNCTION 49.14 5.570 0.000 J-109 JUNCTION 54.77 5.473 0.000 J-11 JUNCTION 53.63 5.629 0.000 J-110 JUNCTION 22.76 5.032 0.000 J-113 JUNCTION 55.31 5.466 0.000 J-114 JUNCTION 28.41 5.258 0.000 J-118 JUNCTION 18.04 4.611 0.000 J-12 JUNCTION 22.42 4.641 0.000 J-121 JUNCTION 48.49 5.701 0.000 J-126 JUNCTION 15.32 1.991 0.000 J-127 JUNCTION 15.25 2.368 0.000 J-128 JUNCTION 14.37 2.093 0.000 J-129 JUNCTION 17.75 4.504 0.000 J-130 JUNCTION 41.94 5.090 0.000 J-131 JUNCTION 41.32 5.721 0.000 J-132 JUNCTION 39.57 5.114 0.000 J-137 JUNCTION 50.02 5.271 0.000 J-139 JUNCTION 53.34 5.364 0.000 J-140 JUNCTION 50.97 5.466 0.000 J-147 JUNCTION 48.56 5.752 0.000 J-148 JUNCTION 48.28 5.833 0.000 J-149 JUNCTION 45.70 5.833 0.000 J-15 JUNCTION 17.30 3.121 0.000 J-152 JUNCTION 46.87 5.889 0.000 J-153 JUNCTION 46.49 5.920 0.000 J-155 JUNCTION 48.05 5.944 0.000 J-156 JUNCTION 47.63 6.013 0.000 J-158 JUNCTION 16.11 3.281 0.000 J-160 JUNCTION 20.81 5.681 0.000 J-161 JUNCTION 42.63 5.228 0.000 J-162 JUNCTION 44.19 5.979 0.000 J-163 JUNCTION 45.21 4.718 0.000 J-164 JUNCTION 44.35 5.176 0.000 J-165 JUNCTION 45.27 5.269 0.000 J-166 JUNCTION 20.84 4.873 0.000 J-167 JUNCTION 19.03 4.420 0.000 J-168 JUNCTION 48.45 4.829 0.000 J-169 JUNCTION 46.88 4.973 0.000 J-170 JUNCTION 43.89 5.078 0.000 J-174 JUNCTION 52.76 6.082 0.000 J-175 JUNCTION 49.56 6.081 0.000 J-176 JUNCTION 19.57 5.684 0.000 J-179 JUNCTION 21.39 5.690 0.000 J-18 JUNCTION 15.82 2.621 0.000 J-180 JUNCTION 15.80 3.651 0.000 J-185 JUNCTION 15.76 3.751 0.000 J-188 JUNCTION 17.37 4.289 0.000 J-191 JUNCTION 17.26 3.672 0.000 J-195 JUNCTION 19.32 3.288 0.000 J-198 JUNCTION 47.45 6.057 0.000 J-199 JUNCTION 51.23 5.895 0.000 J-203 JUNCTION 51.94 5.839 0.000 J-204 JUNCTION 50.04 5.850 0.000 J-206 JUNCTION 54.83 5.669 0.000 J-208 JUNCTION 51.29 5.325 0.000 J-209 JUNCTION 47.42 5.324 0.000 J-212 JUNCTION 53.87 5.595 0.000 J-213 JUNCTION 21.75 3.772 0.000 J-217 JUNCTION 46.94 5.495 0.000 J-218 JUNCTION 53.34 5.491 0.000 J-222 JUNCTION 38.51 4.280 0.000 J-223 JUNCTION 22.88 3.677 0.000 J-225 JUNCTION 54.67 5.455 0.000 J-226 JUNCTION 52.97 5.454 0.000 J-232 JUNCTION 56.51 5.437 0.000 J-233 JUNCTION 56.85 5.019 0.000 J-235 JUNCTION 58.18 5.018 0.000 J-238 JUNCTION 48.53 4.634 0.000
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 26 of 62
J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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51.08 37.83 43.35 52.47 40.60 43.43 15.88 51.26 53.81 52.48 56.15 7.66 6.84 6.32 10.34 41.13 44.28 61.26 16.17 44.73 49.64 57.02 53.43 55.33 58.92 47.17 33.41 16.47 16.04 52.45 48.04 49.84 38.73 48.28 39.85 43.19 25.95 26.52 16.70 26.18 26.92 12.13 29.84 12.33 29.46 12.51 50.32 16.04 52.39 40.10 42.70 43.07 17.10 36.27 52.16 41.37 16.26 43.15 43.11 43.13 51.46 22.46 20.83 16.17 49.00 28.47 30.24 16.11 20.66 15.39 15.93 21.19 21.48 55.03 32.44 43.97 41.67 39.13 18.12 15.84
5.425 4.608 5.446 5.442 4.587 4.587 2.626 4.968 4.928 4.898 4.762 1.766 0.291 0.548 2.265 5.166 5.191 5.901 2.622 4.488 3.401 4.352 4.404 4.762 5.136 4.492 4.497 2.505 2.730 5.433 5.423 5.409 4.918 5.399 4.916 4.911 4.916 4.917 2.598 4.908 4.898 2.565 5.386 2.622 5.392 2.604 5.426 2.627 5.378 5.678 5.772 5.644 3.542 5.800 6.247 5.548 3.510 2.750 3.089 2.811 5.283 5.871 5.906 5.506 5.921 5.532 5.530 5.506 5.117 3.107 5.510 5.116 5.573 6.112 5.612 6.017 6.471 6.214 2.615 3.566
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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41.20 41.06 43.51 54.74 44.44 50.48 15.81 50.91 17.11 18.27 16.87 15.86 15.55 44.35 48.16 15.75 19.13 56.68 46.49 44.93 43.56 41.28 40.73 43.12 49.37 12.15 12.15 19.98 24.29 57.47 24.38 20.35 25.14 21.35 20.78 23.34 19.44 42.37 3.18 19.63 5.04 7.81 5.61 9.99 6.63 22.46 53.15 34.67 23.93 17.87 31.12 43.93 51.13 47.59 41.27 13.71 20.82 19.42 37.85 20.76 20.53 20.58 26.46 20.00 19.24 59.68 60.43 26.70 27.21 19.78 19.49 20.75 21.19 39.51 2.29 7.21 47.07 20.13 19.74 0.00
5.652 5.616 5.578 6.069 5.557 5.679 3.194 5.675 4.777 2.507 4.697 3.098 2.902 5.519 5.599 2.984 2.992 5.728 5.336 5.361 5.360 5.333 5.330 5.651 5.531 1.030 1.919 4.303 2.865 5.789 2.866 1.845 3.155 2.488 2.166 4.703 2.504 4.422 1.532 3.887 2.547 2.586 2.973 3.465 3.233 3.867 4.834 4.323 3.795 3.211 3.467 4.393 4.516 4.921 4.473 2.481 4.199 3.959 5.168 4.047 4.043 4.165 3.712 3.997 3.969 6.737 6.172 2.798 2.873 1.815 5.109 3.817 2.957 4.198 1.346 2.525 4.728 4.484 4.492 0.000
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.951 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.370
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J-559 J-560 J-561 J-563 J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-61A J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647B J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
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17.14 17.86 51.54 13.91 52.59 4.83 0.68 12.62 12.82 12.87 12.53 12.90 77.99 56.15 2.49 38.72 20.74 50.93 12.67 38.06 20.74 29.07 49.28 4.32 49.48 58.98 27.31 26.63 3.24 10.70 50.67 52.58 27.99 20.63 6.13 45.51 44.37 42.19 17.26 42.48 17.89 37.43 47.41 44.73 39.45 40.05 35.30 44.42 35.71 17.18 16.55 22.18 16.51 16.48 21.94 21.96 38.23 38.12 46.95 49.60 44.24 54.48 15.82 43.37 45.53 6.97 6.97 6.95 6.87 6.88 77.99 21.18 51.09 20.97 21.21 21.17 20.90 20.78 20.59 2.89
3.444 3.356 5.600 2.488 5.588 0.984 5.610 6.075 5.902 5.924 2.574 2.032 5.614 5.502 0.454 5.502 3.816 6.903 3.217 6.142 3.803 4.902 6.768 2.447 5.477 6.565 4.605 4.460 2.801 2.501 4.712 4.909 4.603 3.817 2.543 5.107 5.103 5.345 7.350 4.958 2.556 4.955 5.369 5.900 5.400 4.960 4.961 5.898 5.359 2.576 7.900 4.559 2.626 2.619 4.579 4.562 5.545 5.515 5.450 5.802 5.450 6.360 2.375 5.455 5.801 4.986 5.072 5.009 4.407 4.258 5.360 6.361 5.482 5.650 5.600 4.633 5.850 5.551 5.650 3.328
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.946 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.210 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.660 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.977 0.000 0.000 0.000 0.000
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J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-865 J-868 J-87 J-870 J-879
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.88 4.18 50.03 3.33 2.08 2.24 48.87 3.59 5.66 48.78 46.00 53.94 48.42 52.35 19.53 18.51 18.36 52.92 20.35 53.93 18.55 59.36 18.42 18.60 22.79 10.13 22.75 55.10 46.92 58.04 2.34 2.41 5.33 16.25 4.51 8.02 7.66 5.68 4.98 15.46 5.33 2.29 2.09 1.29 1.34 1.62 2.87 2.77 1.69 6.84 12.86 48.48 7.18 14.16 7.56 7.53 7.52 12.10 11.65 11.12 53.80 17.45 17.84 11.66 16.55 11.92 12.53 16.25 16.60 51.75 6.92 7.13 7.30 6.53 6.68 0.11 0.18 53.00 1.25 32.28
3.315 3.659 5.893 3.671 3.395 3.417 5.903 3.278 3.812 7.545 5.909 6.566 5.425 5.425 3.626 2.555 2.553 5.155 3.378 5.177 2.053 6.261 2.363 2.052 4.515 2.511 4.507 5.569 4.864 6.471 3.213 3.850 3.910 3.170 3.859 3.906 3.855 3.852 3.853 9.560 3.861 3.852 3.890 3.875 3.873 3.883 3.869 3.699 3.891 3.543 3.548 5.956 3.892 4.694 4.208 4.234 4.208 4.643 4.675 4.685 6.190 5.108 5.150 4.740 3.787 4.735 4.720 4.751 10.060 6.090 4.160 4.072 4.443 4.204 3.897 0.097 0.171 5.594 0.862 4.060
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.443 4.269 0.000 4.128 0.000
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J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
53.20 48.50 47.38 52.79 57.67 11.38 47.82 47.04 47.95 47.44 47.39 47.11 18.35 0.00 52.94 64.73 63.98 50.76 51.63 51.45 18.30 6.07 6.12 9.71 23.85 17.61 22.40 54.38 12.76 7.18 5.76 15.85 76.95 43.35
5.550 3.141 5.832 3.600 3.899 0.827 4.902 4.897 4.861 4.848 4.827 4.802 2.554 0.045 4.409 3.288 3.687 7.100 4.140 5.600 2.386 5.584 5.028 3.635 4.114 4.632 4.504 5.431 0.724 0.869 0.693 2.381 4.720 4.630
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.272 2.673 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 13.56 5.91 2 11:44 0.041 1.058 J-104 15.08 6.56 2 11:49 0.100 0.881 J-106 14.87 8.08 2 11:49 0.072 1.320 J-109 14.14 7.89 3 02:38 0.098 0.874 J-11 7.57 13.45 2 16:21 0.282 0.069 J-110 14.16 8.89 2 12:05 0.131 0.799 J-113 13.45 14.03 2 13:50 0.416 0.632 J-114 6.20 20.94 2 13:49 0.300 0.098 J-118 6.73 17.40 2 18:12 0.279 0.051 J-12 6.90 17.05 2 15:49 0.282 0.081 J-121 0.48 4.52 3 02:18 0.009 0.001 J-126 15.15 9.29 2 12:15 0.337 1.441 J-127 14.24 6.63 2 11:46 0.070 1.458 J-128 13.99 8.30 2 11:38 0.045 1.443 J-129 8.03 10.91 2 14:17 0.241 0.004 J-130 7.78 4.00 2 19:14 0.084 0.023 J-131 2.82 3.43 2 11:30 0.022 0.004 J-132 12.44 4.06 2 12:18 0.128 0.347 J-137 13.88 2.58 2 11:05 0.052 0.471 J-139 3.60 2.68 1 22:44 0.014 0.004 J-140 11.74 2.63 2 06:27 0.027 0.186 J-147 13.55 4.37 2 12:15 0.107 0.452 J-148 13.65 6.35 2 10:44 0.028 0.493 J-149 15.21 4.00 2 11:54 0.044 1.033 J-15 12.48 20.52 3 00:14 0.171 0.421 J-152 13.92 4.00 2 10:05 0.092 0.489 J-153 14.09 3.52 3 00:39 0.024 0.420 J-155 14.98 3.05 2 11:34 0.028 0.524 J-156 16.13 2.67 3 04:02 0.034 0.743 J-158 15.16 20.39 3 02:59 0.145 0.681 J-160 14.97 7.40 3 03:02 0.035 0.581 J-161 3.69 5.00 2 13:59 0.027 0.001 J-162 0.64 3.76 2 08:33 0.012 0.002
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J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-188A J-191 J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312
3.52 1.75 1.38 0.57 0.65 1.49 2.57 3.74 16.21 16.80 15.51 16.85 11.91 12.99 12.66 15.98 10.56 16.08 17.36 25.44 22.64 20.82 21.97 21.87 20.51 22.59 19.94 16.37 26.76 27.54 21.17 16.22 18.60 18.57 17.81 13.23 13.11 14.85 13.46 19.06 22.35 19.86 16.36 14.90 12.93 20.17 18.94 14.45 14.58 0.27 4.62 1.10 0.96 22.56 20.32 2.99 11.82 13.18 12.72 0.27 5.29 11.64 8.29 11.03 17.65 15.62 10.81 7.75 11.86 9.58 13.84 14.73 14.31 13.64 15.23 12.02 11.55 13.61 10.30 9.78
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.88 3.72 4.21 3.59 5.58 2.79 3.24 2.59 4.34 1.95 5.30 9.61 30.69 15.60 18.43 25.60 27.36 15.87 18.46 5.04 4.01 5.32 4.91 3.87 5.68 4.18 3.82 15.02 7.07 11.10 23.91 30.98 3.70 3.34 3.20 6.93 5.58 13.66 4.75 7.57 4.52 4.72 11.69 11.68 22.55 3.87 5.32 3.90 4.18 6.58 50.12 44.17 3.27 5.84 6.74 13.32 6.61 20.31 33.71 3.43 2.99 3.80 3.51 4.82 28.32 24.43 35.19 24.85 6.48 6.08 4.81 17.16 2.72 19.04 15.24 8.02 17.02 19.51 7.58 5.51
2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 3 3 2 2 2 2 2 3 2 3 3 3 3 1 3 2 1 3 2 2 2 2 2 3 2 1 1 2 1 3 2 2 2 3 2 2 2 2 1 3 2 2 3 2 3 2 0 1 2 2 2 2 2 1 2 2 2 3 1 3 2 2 3 2 3
21:32 08:33 10:01 11:50 03:50 15:27 19:06 10:39 11:50 11:40 03:51 09:57 12:01 11:52 11:48 01:33 01:33 11:34 11:23 12:15 09:48 10:17 05:50 11:17 02:46 05:43 03:49 03:09 21:44 05:01 03:57 18:32 03:50 10:14 10:37 22:24 22:56 23:04 00:41 08:25 09:52 17:27 06:14 20:45 00:40 12:10 03:53 08:16 03:50 16:01 13:53 18:29 16:51 07:28 03:51 12:28 11:09 00:58 06:01 05:00 06:47 23:15 23:51 01:04 07:10 08:24 22:09 20:38 22:56 18:16 09:38 05:07 01:13 10:45 05:59 09:05 09:07 01:21 09:10 04:43
0.052 0.016 0.013 0.007 0.010 0.016 0.022 0.026 0.044 0.031 0.044 0.100 0.196 0.110 0.078 0.347 0.209 0.075 0.315 0.192 0.091 0.225 0.093 0.099 0.118 0.124 0.090 0.106 0.384 0.279 0.401 0.294 0.065 0.071 0.066 0.107 0.059 0.122 0.027 0.132 0.121 0.125 0.146 0.225 0.157 0.176 0.161 0.141 0.136 0.013 0.187 0.035 0.012 0.274 0.228 0.017 0.067 0.064 0.243 0.004 0.055 0.108 0.062 0.075 0.481 0.252 0.274 0.058 0.082 0.081 0.104 0.158 0.029 0.160 0.187 0.052 0.074 0.089 0.045 0.021
0.007 0.003 0.001 0.000 0.004 0.003 0.001 0.002 1.282 1.031 0.564 0.940 0.391 0.701 0.681 1.469 0.300 0.722 1.528 1.557 1.345 1.339 1.400 1.119 1.075 0.974 0.745 1.022 1.725 1.301 1.950 0.877 0.605 0.604 0.537 0.419 0.458 0.534 0.625 0.708 0.746 0.782 0.787 0.737 0.586 0.318 0.228 0.098 0.162 0.006 0.291 0.548 0.005 0.516 0.441 0.318 0.601 0.672 0.388 0.001 0.002 0.004 0.062 0.436 0.592 0.647 0.845 0.330 0.233 0.123 0.409 0.668 0.649 0.666 0.661 0.666 0.617 0.748 0.458 0.438
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J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-354B J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47
9.41 11.88 9.76 12.31 9.98 13.54 12.94 2.41 19.09 17.53 17.68 15.94 15.88 15.90 17.26 15.14 14.97 14.35 4.15 15.14 15.01 13.81 12.97 13.10 12.60 15.24 14.97 14.07 12.95 14.20 10.36 12.78 13.70 1.07 13.28 12.68 15.39 17.32 4.89 13.08 11.53 13.04 13.73 12.98 11.18 11.74 14.12 11.10 11.61 9.52 18.12 14.38 13.12 3.76 14.84 15.00 10.68 6.47 15.29 19.97 18.19 14.20 19.11 22.84 22.75 18.89 0.19 0.01 15.92 8.31 14.18 10.80 14.02 20.17 21.12 21.05 20.55 13.40 17.67 15.26
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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21.37 3.72 23.08 3.38 16.70 4.71 17.51 5.23 2.64 3.28 3.21 18.48 11.01 4.97 2.95 9.14 22.37 82.44 76.15 17.85 4.41 5.16 3.53 3.94 4.15 4.97 5.49 6.03 4.51 22.46 34.75 6.58 23.43 11.57 7.09 7.50 5.04 3.76 3.90 68.83 16.09 3.91 4.22 4.85 10.35 6.67 7.19 35.01 11.14 14.56 21.74 12.23 30.61 33.31 3.42 3.23 19.74 32.66 9.72 6.41 6.27 8.36 9.34 8.41 5.00 6.42 9.44 6.69 49.13 28.84 8.69 16.95 10.03 10.91 28.95 29.26 29.24 84.64 16.11 12.71
2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 3 3 3 1 3 2 3 2 2 3 2 2 3 2 3 3 2 3 2 2 3 3 2 2 3 2 2 3 3 3 3 2 3 3 3 3 1 0 0 0 2 2 2 1 2 2 2 2 2 2 2 2 2 1 1 2 2 2
20:25 21:32 21:36 11:19 11:50 11:54 01:22 14:15 11:18 10:31 08:04 11:32 12:05 05:14 11:59 11:48 17:48 17:38 19:21 02:58 03:01 14:16 03:26 03:34 03:26 03:57 01:07 11:34 03:50 11:39 22:25 03:18 11:42 11:28 00:03 20:16 03:52 01:39 21:39 02:35 22:29 11:32 01:16 01:39 21:02 22:20 00:17 22:48 21:36 03:52 05:10 03:52 01:40 23:34 03:12 03:12 01:09 01:22 10:10 21:04 21:04 21:15 04:28 12:04 09:56 08:20 15:56 21:02 12:38 18:24 08:43 18:34 08:43 10:45 09:04 21:02 21:03 12:29 06:11 14:15
0.093 0.065 0.023 0.039 0.025 0.028 0.038 0.038 0.060 0.064 0.041 0.147 0.240 0.030 0.043 0.038 0.586 2.450 1.163 0.205 0.062 0.144 0.037 0.096 0.049 0.041 0.138 0.049 0.039 0.087 0.123 0.044 0.147 0.017 0.137 0.101 0.089 0.098 0.041 0.297 0.087 0.042 0.048 0.094 0.101 0.085 0.120 0.116 0.072 0.150 0.169 0.176 0.064 0.344 0.068 0.050 0.157 0.096 0.138 0.158 0.137 0.148 0.146 0.295 0.228 0.112 0.006 0.001 1.191 0.601 0.110 0.328 0.095 0.122 0.973 0.378 0.363 0.603 0.134 0.530
0.515 0.486 0.472 0.642 0.504 0.676 0.727 0.018 1.078 1.082 0.724 0.492 1.000 0.797 0.798 0.390 0.630 0.969 0.749 0.641 0.723 0.563 0.171 0.206 0.156 0.721 0.732 0.380 0.206 0.367 0.207 0.210 0.316 0.013 0.312 0.212 0.217 0.221 0.014 0.395 0.926 0.502 0.646 0.648 0.319 0.397 1.139 0.634 0.425 0.107 1.833 0.497 0.348 0.002 0.369 0.399 0.284 0.203 0.430 0.371 0.225 0.033 0.483 0.879 0.445 0.274 0.003 0.002 3.021 0.076 0.305 0.129 0.306 1.595 1.595 1.958 1.966 0.590 1.750 0.045
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J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-559 J-560 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63
1.98 17.19 4.05 5.48 3.79 6.12 2.87 3.25 3.42 4.53 3.88 3.11 5.14 7.58 9.17 4.91 15.60 9.06 4.77 13.45 9.58 11.75 14.04 2.52 6.56 13.96 12.42 17.89 21.86 18.98 27.10 19.46 18.60 20.76 17.90 1.52 1.81 3.49 1.03 1.79 1.73 2.49 10.30 9.61 3.36 2.01 9.43 8.60 10.82 1.44 0.00 0.31 1.68 18.30 3.67 3.80 4.50 17.65 0.09 2.53 2.47 2.55 18.46 2.52 2.47 0.00 0.16 1.13 1.16 1.28 17.79 3.44 3.49 3.16 20.76 15.58 12.14 15.35 15.98 14.48
57.11 75.38 70.98 68.55 44.39 30.32 26.00 12.69 8.56 26.21 14.82 13.44 13.36 7.92 16.53 13.84 5.30 22.96 11.79 25.00 6.82 11.17 7.33 10.55 23.27 10.45 8.59 2.20 5.61 7.70 43.11 48.17 14.97 6.94 7.97 25.27 22.83 16.56 29.22 19.76 24.55 16.42 30.70 13.09 171.91 8.39 27.09 28.76 45.90 48.83 43.81 3.88 3.91 19.35 2.79 23.71 4.56 27.98 36.20 2.08 17.52 20.97 4.96 3.77 5.39 3.15 2.76 6.02 5.61 4.58 22.86 4.69 3.17 3.46 2.97 9.34 23.86 5.64 3.50 7.64
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3 2 1 1 1 2 1 1 1 3 1 2 2 3 2 3 2 2 2 2 3 2 3 2 2 3 3 2 2 2 2 1 2 2 2 2 2 1 1 2 2 1 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 3 3 2 1 3
02:58 14:40 21:07 21:48 21:55 10:13 14:28 18:09 09:14 03:32 21:48 11:07 10:05 04:55 14:31 05:09 11:52 18:21 22:26 12:17 05:28 19:53 01:25 16:05 23:53 00:27 00:54 11:35 12:13 08:42 12:13 22:02 11:40 12:10 17:12 23:15 20:00 07:02 05:30 09:26 05:52 09:44 22:33 19:44 14:05 12:09 12:12 12:41 12:14 15:33 00:00 22:17 11:47 11:31 11:47 18:46 15:33 11:23 17:18 16:46 11:57 18:25 04:37 19:39 01:01 18:29 14:05 14:38 12:36 11:32 11:54 12:15 11:19 19:25 11:40 02:10 02:35 08:02 11:46 01:18
0.096 0.648 0.530 0.782 0.267 0.643 0.208 0.088 0.065 0.250 0.112 0.066 0.110 0.128 0.337 0.180 0.267 0.377 0.125 0.656 0.215 0.244 0.230 0.087 0.422 0.197 0.190 0.034 0.239 0.049 1.357 0.397 0.317 0.320 0.352 0.129 0.117 0.176 0.083 0.099 0.084 0.112 0.263 0.180 0.759 0.033 0.241 0.463 0.915 0.217 0.001 0.005 0.024 0.225 0.039 0.090 0.068 0.207 0.013 0.016 0.049 0.123 0.107 0.031 0.043 0.000 0.002 0.022 0.026 0.022 0.481 0.080 0.032 0.030 0.076 0.107 0.242 0.039 0.095 0.118
0.092 1.016 0.506 0.750 0.173 0.155 0.063 0.267 0.267 0.624 0.075 0.011 0.117 0.014 0.012 0.018 0.484 0.210 0.039 1.099 0.018 0.291 0.773 0.005 0.262 0.546 0.353 1.458 1.612 1.718 2.651 1.755 1.907 2.217 0.012 0.166 0.025 0.028 0.014 0.002 0.004 0.016 0.438 0.238 0.874 0.015 0.842 0.697 1.504 0.002 0.014 0.002 0.002 2.155 0.003 0.267 0.012 1.975 0.002 0.007 0.147 0.123 2.007 0.005 0.010 0.001 0.001 0.012 0.009 0.003 1.934 0.143 0.007 0.003 0.745 0.458 0.156 0.395 0.369 0.540
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 34 of 62
J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-693 J-697 J-7 J-700 J-701 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788
20.04 15.95 17.63 14.93 21.17 7.15 14.42 11.99 12.09 12.02 14.36 18.23 18.22 14.03 14.99 16.76 0.09 12.81 17.37 15.16 6.85 3.29 3.63 3.54 2.87 0.00 0.00 0.03 13.88 0.07 0.00 0.01 0.02 0.04 2.57 2.45 1.21 14.15 0.49 1.29 1.43 14.90 2.17 3.64 47.28 14.96 27.49 20.64 20.80 17.51 15.91 15.78 19.49 14.17 18.14 16.83 17.84 17.59 16.16 3.15 1.94 17.38 12.51 8.54 14.02 2.13 1.48 0.69 15.80 0.24 0.79 0.42 0.33 0.11 0.00 0.07 0.17 0.41 0.35 0.30
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.23 9.76 7.13 5.66 4.84 46.37 8.74 24.88 29.94 8.20 8.54 8.94 10.28 12.23 4.34 10.51 3.01 22.47 10.08 4.66 3.90 3.33 3.01 5.16 7.06 2.49 5.74 2.68 9.52 2.45 1.99 2.10 2.98 1.27 4.28 3.58 2.40 8.62 4.78 13.17 12.05 4.85 32.52 23.87 25.35 5.56 3.10 6.80 8.19 13.86 34.80 23.48 7.59 25.35 10.54 33.61 6.63 20.03 56.88 8.79 32.23 12.54 10.83 18.63 11.72 13.28 2.60 3.63 22.53 7.02 3.43 5.81 6.23 3.24 9.79 1.40 1.38 1.41 1.49 2.53
3 3 3 3 3 2 3 3 3 2 3 2 1 2 3 2 1 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 3 3 3 2 2 3 2 3 1 3 3 3 3 2 2 3 3 3 3 2 3 3 2 2 2 2 2 2 2 3 3 2 2 2 3 2 3 2 3 2 2 2 2 2
04:52 02:45 03:54 00:48 03:16 15:09 03:54 00:37 00:31 11:25 00:10 04:59 23:08 03:05 02:16 11:06 10:03 11:52 11:13 09:55 12:15 17:57 14:32 17:39 14:12 14:12 00:00 11:47 18:26 11:48 13:05 13:13 14:30 13:02 13:16 14:28 00:51 00:43 00:45 11:16 13:09 00:58 01:32 00:44 04:59 04:04 05:21 03:52 04:23 11:41 11:37 04:13 03:40 03:28 05:35 11:39 05:17 05:28 11:54 18:06 18:29 11:42 11:49 14:35 13:37 01:05 00:59 05:18 11:39 03:24 02:38 19:43 04:30 21:07 00:23 21:07 15:09 12:11 21:08 12:32
0.073 0.125 0.109 0.054 0.174 0.700 0.096 0.096 0.106 0.101 0.119 0.316 0.268 0.145 0.052 0.195 0.002 0.272 0.257 0.037 0.067 0.013 0.016 0.027 0.042 0.000 0.000 0.000 0.220 0.001 0.000 0.000 0.000 0.000 0.028 0.024 0.005 0.063 0.004 0.017 0.046 0.056 0.090 0.159 1.172 0.089 0.171 0.140 0.166 0.099 0.079 0.057 0.142 0.182 0.169 0.120 0.053 0.465 0.070 0.043 0.086 0.086 0.043 0.442 0.294 0.071 0.006 0.004 0.442 0.003 0.017 0.007 0.004 0.001 0.000 0.000 0.001 0.005 0.001 0.001
0.500 0.610 0.861 0.538 0.789 0.016 0.499 0.426 0.419 0.209 0.462 0.445 0.515 0.400 0.502 0.650 0.000 0.775 0.755 0.501 0.586 0.002 0.009 0.007 0.008 0.005 0.000 0.001 0.582 0.000 0.000 0.000 0.001 0.000 0.078 0.065 0.009 0.533 0.011 0.145 0.167 0.543 0.428 0.852 3.935 0.549 1.709 1.332 1.924 1.937 1.361 1.359 1.299 0.363 1.235 1.291 1.304 1.422 1.290 0.115 0.061 1.050 0.517 0.004 0.671 0.363 0.200 0.060 1.220 0.009 0.046 0.005 0.002 0.003 0.000 0.001 0.002 0.040 0.025 0.023
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 35 of 62
J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-87 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-917 J-918 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
0.28 0.55 0.50 0.27 0.21 1.14 14.74 4.20 5.86 5.22 3.96 5.85 5.84 6.38 5.40 15.61 6.62 7.41 6.69 15.28 6.85 6.56 2.93 0.00 15.57 2.77 3.42 0.79 0.30 0.19 13.67 0.37 13.49 21.24 0.45 20.19 19.35 4.46 17.64 18.12 18.08 17.70 18.88 18.96 16.80 0.00 14.92 0.00 0.14 16.71 2.34 2.00 2.12 23.17 5.79 19.21 13.78 1.17 2.79 0.90 17.05 18.53 15.73
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.60 11.41 6.69 3.54 4.13 14.80 5.65 8.44 6.87 7.36 14.47 10.44 6.19 3.90 4.57 9.18 3.08 4.43 6.58 20.68 5.49 5.89 3.28 17.82 7.18 5.21 4.90 4.99 8.60 10.51 3.94 5.10 5.47 10.11 9.29 9.84 14.60 37.36 5.15 4.34 6.52 6.31 5.10 5.09 18.99 26.28 25.70 4.40 4.20 18.36 9.03 11.02 25.11 48.91 6.19 11.91 4.80 37.09 85.31 32.47 46.23 50.31 9.93
3 2 3 3 2 1 3 2 2 2 2 2 2 2 3 2 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 3 2 2 1 2 2 2 3 3 3 2 3 3 3 2 3 2 2 3 2 2 2 2 2 3 3 3 2 2 2 0 3
04:25 12:05 04:24 04:25 11:49 14:30 00:54 11:57 17:18 15:12 15:22 16:59 16:50 11:35 04:21 11:37 04:16 12:05 04:39 03:15 11:16 03:49 11:49 16:19 12:02 11:15 14:42 11:16 12:24 16:30 11:02 03:14 11:53 11:35 22:45 14:40 13:51 12:13 04:56 04:27 04:27 12:02 05:03 04:58 04:37 23:57 01:47 08:43 20:40 04:34 19:07 10:48 09:26 10:44 11:35 02:05 01:02 02:06 13:35 13:52 11:55 00:00 03:57
0.002 0.007 0.005 0.002 0.004 0.021 0.141 0.037 0.050 0.055 0.110 0.125 0.022 0.076 0.019 0.063 0.063 0.104 0.017 0.385 0.060 0.045 0.017 0.000 0.052 0.023 0.062 0.012 0.014 0.006 0.034 0.012 0.045 0.455 0.030 0.419 0.516 0.448 0.044 0.047 0.041 0.045 0.052 0.069 0.265 0.001 1.479 0.000 0.004 0.282 0.067 0.073 0.095 1.604 0.030 0.511 0.031 0.194 0.171 0.043 0.160 1.953 0.112
0.033 0.209 0.049 0.041 0.003 0.008 0.596 0.052 0.154 0.068 0.044 0.268 0.203 0.335 0.145 0.730 0.268 0.410 0.200 0.727 0.245 0.180 0.011 0.000 0.730 0.020 0.132 0.003 0.004 0.007 0.694 0.000 0.650 0.381 0.002 0.040 0.339 0.767 1.063 0.981 0.901 0.784 1.106 1.213 0.894 0.045 0.381 0.000 0.000 0.743 0.004 0.028 0.035 2.654 0.072 2.944 1.031 0.224 0.219 0.491 2.821 1.160 0.570
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 36 of 62
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.137 30.58 0.0 0.0 1.543 41 2 12:59 16.00
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 15.63 3.89 11.44 1.957 J-263 18.05 2.84 7.37 1.624 J-279 50.80 2.18 7.59 2.614 J-33A 44.12 1.46 2.82 1.557 J-386 16.56 1.54 1.70 0.752 J-442 48.63 4.54 12.46 5.455 J-561A 32.34 3.43 19.49 2.745 J-567A 19.36 1.65 2.82 1.005 J-582 12.68 2.16 5.07 0.966 J-605 15.26 1.21 7.02 0.700 J-671 37.13 2.44 6.93 2.641 J-694 3.29 0.39 4.05 0.064 J-703 1.07 1.53 4.69 0.079 J-909 95.58 0.15 3.46 0.346 J-911 95.39 0.29 6.19 0.698 J-913 0.00 0.00 0.00 0.000 J-919 51.96 0.32 9.83 0.463 J-920A 4.44 0.41 4.88 0.032 J-963A 26.79 0.08 8.08 0.098 J575A 27.54 0.61 48.43 0.657 OFALL-10 33.39 2.79 4.62 2.395 OFALL-12 21.72 2.04 2.84 1.276 OFALL-14 22.49 1.00 1.41 0.635 OFALL-16 17.62 3.12 3.85 1.636 OFALL-18 15.07 1.84 2.06 0.838 OFALL-20 32.53 0.86 1.44 0.733 OFALL-22 8.38 1.86 1.95 0.514 OFALL-24 0.00 0.00 0.00 0.000 OFALL-26 56.47 1.27 2.27 1.540 OFALL-28 18.32 2.86 3.79 1.559 OFALL-30 53.35 1.00 1.90 1.189 OFALL-32 38.72 1.19 2.27 1.143 OFALL-34 19.23 0.56 0.63 0.294 OFALL-36 27.85 0.95 1.21 0.653 OFALL-38 97.69 0.25 1.28 0.561 OFALL-40 82.79 0.23 1.28 0.492 OFALL-42 82.78 0.28 1.28 0.580 OFALL-44 90.96 0.44 3.30 0.909 OFALL-46 50.62 0.45 1.90 0.486 OFALL-48 57.28 0.58 2.84 0.689 OFALL-50 86.74 0.33 1.28 0.561 OFALL-52 83.19 1.22 1.28 1.729 OFALL-54 90.28 0.71 2.84 1.135 OFALL-66 55.11 1.63 3.79 2.143 WELL-2E 36.94 4.37 55.33 3.609 WELL-3 51.93 0.82 4.87 1.031 WELL-4 52.90 2.32 12.40 3.010 WELL-W-ENID-DR 75.33 1.81 3.79 2.793 ----------------------------------------------------------System 41.17 67.91 189.55 58.588
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 37 of 62
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.87 0 00:00 2.75 2 12:15 1.00 5.66 0 00:00 1.00 0 00:00 0.42 C-WELL4E CONDUIT 12.40 0 00:00 8.21 2 12:15 0.36 5.19 0 00:00 0.98 2 12:15 0.94 CDT-101 CONDUIT 27.77 3 01:33 20.24 3 01:57 5.43 3.93 3 01:33 1.00 2 09:56 3.00 CDT-103 CONDUIT 18.00 2 11:34 14.53 2 11:35 3.52 2.55 2 11:34 1.00 2 10:08 3.00 CDT-105 CONDUIT 17.96 2 11:32 13.52 2 11:33 3.51 2.54 2 11:32 1.00 2 10:12 3.00 CDT-107 CONDUIT 14.56 2 10:43 10.44 3 05:22 2.85 2.06 2 10:43 1.00 2 09:15 3.00 CDT-109 CONDUIT 15.25 2 10:34 10.60 3 04:57 2.98 2.16 2 10:34 1.00 2 08:50 3.00 CDT-11 CONDUIT 4.06 2 15:27 3.73 2 18:42 1.46 4.54 2 15:27 1.00 0 22:54 1.07 CDT-111 CONDUIT 20.98 3 03:28 11.87 3 04:37 4.11 2.97 3 03:28 1.00 1 18:25 3.00 CDT-113 CONDUIT 13.68 2 11:43 4.19 2 11:42 2.68 1.93 2 11:43 1.00 2 11:04 3.00 CDT-115 CONDUIT 19.55 2 11:39 16.05 2 11:40 1.78 1.56 2 11:39 1.00 2 08:00 4.00 CDT-121 CONDUIT 55.33 0 00:00 21.37 2 12:15 0.14 9.23 0 00:00 1.00 0 00:01 1.71 CDT-123 CONDUIT 85.92 3 01:47 66.14 2 17:39 16.82 12.15 3 01:47 1.00 1 08:25 3.00 CDT-125 CONDUIT 21.96 3 02:58 15.33 3 03:03 2.00 1.75 3 02:58 1.00 1 10:50 4.00 CDT-171 CONDUIT 17.10 1 20:48 15.94 1 20:49 0.17 1.47 1 20:48 1.00 1 18:34 4.00 CDT-173 CONDUIT 29.53 2 18:29 23.74 2 15:33 1.90 7.01 1 09:05 1.00 2 11:47 4.00 CDT-175 CONDUIT 4.17 2 14:33 2.91 3 04:20 0.27 0.58 1 15:09 1.00 2 11:37 4.00 CDT-177 CONDUIT 3.36 2 11:23 2.91 3 04:20 0.22 0.58 1 15:09 1.00 2 11:37 4.00 CDT-179 CONDUIT 5.37 2 11:57 3.83 3 00:46 0.01 0.50 3 00:46 1.00 2 11:55 4.00 CDT-181 CONDUIT 1.61 2 21:02 1.20 1 14:12 0.10 0.29 1 14:10 1.00 2 20:42 4.00 CDT-183 CONDUIT 26.16 2 16:46 14.83 2 18:06 1.68 2.08 2 16:46 1.00 2 10:59 4.00 CDT-185 CONDUIT 1.61 2 21:02 1.20 1 14:12 0.10 0.29 1 14:10 1.00 2 20:42 4.00 CDT-187 CONDUIT 19.71 2 18:21 11.43 2 14:12 1.27 1.57 2 18:21 1.00 1 17:06 4.00 CDT-189 CONDUIT 19.71 2 18:21 11.57 2 14:12 1.27 1.57 2 18:21 1.00 1 17:06 4.00 CDT-191 CONDUIT 16.40 2 11:57 13.31 2 11:57 1.05 1.30 2 11:57 1.00 2 11:46 4.00 CDT-193 CONDUIT 25.75 3 03:01 20.66 3 01:03 1.65 2.05 3 03:01 1.00 2 07:44 4.00 CDT-195 CONDUIT 10.63 1 09:47 9.26 1 10:00 0.68 1.75 1 09:47 1.00 1 11:59 4.00 CDT-197 CONDUIT 30.78 3 00:26 19.76 3 01:01 1.98 2.45 3 00:26 1.00 2 10:48 4.00 CDT-199 CONDUIT 25.72 3 00:31 13.64 3 01:16 1.65 2.05 3 00:31 1.00 2 11:24 4.00 CDT-201 CONDUIT 25.54 3 01:02 18.15 3 00:45 1.64 2.03 3 01:02 1.00 2 11:24 4.00 CDT-205 CONDUIT 27.68 3 01:01 20.09 2 11:53 1.78 2.20 3 01:01 1.00 2 10:51 4.00 CDT-207 CONDUIT 32.09 2 22:45 24.40 2 23:03 2.06 2.55 2 22:45 1.00 2 10:41 4.00 CDT-209 CONDUIT 30.05 2 16:19 16.83 2 14:50 1.93 2.39 2 16:19 1.00 1 08:24 4.00 CDT-211 CONDUIT 30.93 2 16:19 15.70 2 18:37 1.99 2.46 2 16:19 1.00 1 08:24 4.00 CDT-213 CONDUIT 29.87 2 22:17 20.72 1 08:33 1.92 2.38 2 22:17 1.00 1 08:31 4.00 CDT-215 CONDUIT 28.31 2 20:38 17.44 2 19:16 1.82 2.25 2 20:38 1.00 2 08:03 4.00 CDT-217 CONDUIT 13.08 3 00:41 9.11 3 00:50 0.04 1.04 3 00:41 1.00 2 11:24 4.00 CDT-219 CONDUIT 20.53 3 01:22 7.74 3 00:52 1.32 1.63 3 01:22 1.00 2 11:24 4.00 CDT-221 CONDUIT 22.88 2 20:25 13.20 2 20:39 1.47 1.82 2 20:25 1.00 2 11:37 4.00 CDT-223 CONDUIT 24.23 3 00:55 13.06 2 11:54 1.56 1.93 3 00:55 1.00 2 11:24 4.00 CDT-225 CONDUIT 29.19 2 21:36 8.36 2 21:37 1.88 2.32 2 21:36 1.00 2 11:36 4.00 CDT-227 CONDUIT 30.98 3 03:41 22.41 2 20:11 1.99 2.47 3 03:41 1.00 2 10:52 4.00 CDT-229 CONDUIT 23.94 3 02:35 12.97 3 03:24 1.54 1.91 3 02:35 1.00 2 10:48 4.00 CDT-231 CONDUIT 23.10 3 02:15 14.21 3 03:24 1.48 1.84 3 02:15 1.00 2 10:48 4.00 2 10:46 4.00 CDT-233 CONDUIT 23.32 3 05:10 20.35 3 05:11 1.50 1.86 3 05:10 1.00 CDT-235 CONDUIT 38.66 2 11:54 37.20 2 12:57 2.48 3.08 2 11:54 1.00 2 10:53 4.00 CDT-237 CONDUIT 27.95 2 11:54 15.08 3 02:37 0.05 2.22 2 11:54 1.00 2 10:52 4.00 CDT-239 CONDUIT 22.16 2 11:23 13.15 2 11:18 1.42 1.76 2 11:23 1.00 2 09:12 4.00 CDT-241 CONDUIT 24.07 3 02:35 12.98 3 03:24 1.55 1.92 3 02:35 1.00 2 10:48 4.00 CDT-243 CONDUIT 8.62 2 12:27 8.10 2 12:15 0.02 0.69 2 12:27 1.00 2 11:15 4.00 CDT-245 CONDUIT 7.40 2 11:37 5.71 2 11:42 0.01 0.59 2 11:37 1.00 2 11:15 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 38 of 62 5 Year 72 Hour Event
CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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24.02 19.95 20.16 25.06 12.11 20.25 26.12 36.38 28.01 25.36 25.36 18.38 21.54 19.48 24.81 20.79 19.55 20.80 19.83 18.52 33.98 41.70 27.90 34.01 21.66 19.38 15.98 12.62 13.78 20.59 50.74 34.06 13.35 5.88 35.84 14.65 18.26 15.88 8.08 19.49 48.43 4.88 15.00 14.28 2.99 6.67 3.45 7.04 3.77 10.79 11.44 15.01 10.68 11.21 2.89 6.39 5.67 4.04 5.40 6.10
3 3 2 3 2 2 2 3 2 2 2 3 3 3 3 2 3 2 3 3 3 2 1 3 3 2 3 3 1 1 2 3 2 3 1 2 2 3 0 2 0 2 2 2 2 2 2 2 2 2 2 3 1 3 3 3 2 2 2 2
02:21 04:37 21:48 01:21 11:23 11:43 15:29 02:01 18:24 01:32 01:32 01:04 01:09 01:22 03:16 22:54 01:22 22:54 03:16 00:19 02:15 22:25 21:42 02:26 04:40 11:40 02:17 03:53 21:40 06:22 12:09 02:58 12:15 02:53 19:45 11:34 11:48 03:09 00:00 12:20 00:00 08:35 16:50 23:43 19:02 14:52 12:01 14:30 11:57 13:11 12:18 00:47 21:25 03:16 01:01 03:17 11:54 11:49 11:47 03:11
14.80 13.24 9.38 18.25 8.02 14.67 18.82 19.01 16.29 20.07 20.07 10.75 11.93 15.14 20.45 10.95 15.14 10.95 7.09 10.99 11.86 18.74 21.07 29.30 18.16 14.31 8.27 8.78 12.37 17.64 40.31 33.56 13.35 2.33 29.81 10.71 10.46 6.29 3.26 16.03 7.61 1.29 10.98 13.08 2.04 6.09 3.09 6.94 3.09 7.96 10.47 11.66 7.50 7.48 2.38 4.83 3.68 3.23 4.29 5.37
3 3 2 3 2 2 3 3 2 1 1 3 3 1 3 3 1 3 3 2 3 3 2 2 2 3 3 3 3 3 2 3 2 2 3 2 3 3 2 2 2 1 2 2 2 2 2 2 2 2 2 2 1 2 0 3 0 0 2 0
03:29 04:24 21:48 01:23 11:24 11:44 02:00 00:02 17:39 18:47 18:47 00:46 01:02 12:17 02:59 00:28 12:17 00:28 03:30 22:55 01:42 00:20 10:08 23:34 11:51 04:31 04:20 03:57 05:58 05:42 12:14 02:59 12:16 11:52 05:28 11:25 00:36 03:47 12:27 13:26 12:16 06:07 12:15 12:16 11:56 14:45 12:15 14:30 12:15 12:19 12:15 17:07 20:58 11:38 20:59 03:18 23:11 22:47 18:27 22:46
1.54 1.28 1.30 1.61 2.47 3.53 1.68 2.34 1.80 1.63 1.63 1.18 1.38 1.25 1.59 1.34 1.26 1.34 1.27 1.19 2.18 2.68 1.79 2.19 1.39 1.25 6.52 18.89 18.69 15.18 3.26 1.25 1.04 1.15 7.01 2.87 3.57 3.11 23.25 5.99 14.88 1.50 7.14 16.05 16.85 25.68 18.48 35.11 28.99 21.34 1.96 8.50 17.04 14.63 28.85 25.84 18.78 15.09 11.42 11.40
1.91 1.59 1.60 1.99 0.96 1.61 2.08 2.90 2.23 2.02 2.02 1.46 1.71 3.42 1.97 2.53 3.42 2.77 1.58 1.47 2.70 3.32 2.22 2.71 2.70 1.54 5.09 4.02 2.81 4.19 4.04 4.82 5.26 0.83 5.20 2.07 2.58 2.25 8.04 4.31 11.16 1.08 2.12 3.16 2.14 4.78 2.47 5.05 6.92 6.11 5.69 4.78 5.31 5.58 3.13 3.18 5.01 2.01 2.69 3.18
3 3 2 3 2 2 2 3 2 2 2 3 3 0 3 0 0 0 3 3 3 2 1 3 0 2 3 3 1 1 2 3 2 3 1 2 2 3 0 2 0 2 2 2 2 2 2 2 2 2 2 3 1 3 3 3 2 2 2 0
02:21 04:37 21:48 01:21 11:23 11:43 15:29 02:01 18:24 01:32 01:32 01:04 01:09 20:24 03:16 15:40 20:24 15:39 03:16 00:19 02:15 22:25 21:42 02:26 17:58 11:40 02:17 03:53 21:40 06:22 12:09 02:58 12:16 02:53 19:45 11:34 11:48 03:09 00:00 12:20 00:00 08:35 16:50 23:43 19:02 14:52 12:01 14:30 11:57 13:11 12:18 00:47 21:25 03:16 01:01 03:17 11:54 11:49 11:47 22:37
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 0 0 2 2 1 2 2 1 2 2 2 2 2 1 2 2 2 1 0 0 0 1 1 2 0 0 2 2 0 0 1 0 1 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 2
10:47 10:47 11:36 11:24 09:12 09:12 11:14 10:52 11:36 23:34 23:34 12:02 11:35 09:57 11:19 11:28 09:57 11:28 11:14 11:28 11:27 11:57 08:47 11:34 09:15 10:47 00:22 17:30 19:15 19:15 01:37 08:25 12:15 17:32 20:22 10:58 11:01 20:22 00:00 02:27 00:00 02:27 21:02 23:55 22:18 22:18 22:18 22:18 20:38 07:21 18:44 00:12 20:35 20:47 19:58 21:16 21:54 22:32 22:32 08:09
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 2.50 2.50 4.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 2.39 0.94 2.39 2.95 2.40 1.33 1.33 1.33 1.33 0.83 1.50 1.20 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00
Tier 1 Improvements H&H Model Results Report Page - 39 of 62 5 Year 72 Hour Event
U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.06 7.66 3.40 3.46 3.28 3.53 4.14 3.94 4.31 5.75 5.51 8.50 5.41 3.46 13.44 2.82 3.44 17.82 2.58 3.82 4.15 11.51 5.67 7.89 20.74 11.31 6.29 6.89 7.20 6.28 22.03 20.91 3.89 15.18 22.03 30.83 15.74 7.28 4.30 6.86 7.49 6.51 6.55 7.59 5.78 22.24 9.12 5.19 4.52 13.87 7.75 4.92 7.47 7.85 6.70 8.85 5.30 4.47 4.71 9.11
3 3 2 2 1 2 3 3 1 2 3 3 3 2 3 2 2 3 2 2 2 2 3 2 2 2 2 3 2 2 2 1 3 3 2 3 1 3 2 2 2 2 2 2 3 2 1 2 2 2 2 1 2 2 2 2 3 3 3 3
01:02 00:42 11:31 09:10 01:24 08:28 00:47 04:42 07:08 10:48 04:04 04:17 00:45 07:45 05:09 22:30 21:37 00:46 11:43 11:43 11:20 09:10 00:42 09:10 09:07 09:05 07:44 01:45 08:25 07:44 06:47 21:39 00:58 05:41 08:24 05:58 02:14 02:23 04:42 14:22 15:30 14:44 15:23 16:02 03:31 08:24 19:52 09:09 09:18 07:44 08:24 02:18 08:24 08:24 08:25 12:02 04:03 04:49 04:49 03:07
4.22 6.55 2.82 2.63 2.14 2.30 3.72 3.41 3.86 4.40 4.74 4.88 4.65 2.91 10.75 2.08 2.25 11.47 2.01 3.65 3.45 6.44 4.62 6.15 8.29 7.80 6.00 5.58 5.54 5.29 10.47 11.49 3.54 10.81 18.60 24.30 15.00 5.92 4.19 6.00 6.58 6.12 6.03 6.34 5.28 16.07 7.55 3.32 4.39 8.13 6.00 4.60 7.44 6.77 5.87 6.00 5.26 3.55 4.62 5.70
2 3 2 0 3 2 3 3 1 1 3 3 2 2 3 2 3 2 2 3 2 2 3 2 3 1 2 2 2 2 2 3 3 1 3 1 1 2 3 2 2 2 2 2 3 3 3 1 3 2 3 0 2 2 3 2 3 3 3 3
11:29 00:43 03:12 21:26 03:59 07:09 03:46 04:44 07:08 17:51 04:22 03:31 23:52 09:08 05:26 10:06 05:47 23:13 11:32 03:13 11:20 10:59 01:24 10:59 04:16 18:29 08:25 08:25 08:25 08:25 07:26 04:04 01:12 10:25 04:04 08:32 00:52 21:32 05:42 14:23 14:23 14:32 15:22 14:41 03:31 05:08 03:19 15:57 05:10 11:16 02:19 22:54 08:25 08:25 04:03 23:09 04:03 04:50 04:49 03:31
13.20 27.15 25.65 22.23 21.64 28.82 1.38 29.94 18.56 12.88 38.87 30.86 19.71 16.04 58.37 19.00 27.41 0.25 20.95 30.42 27.51 26.47 16.67 31.45 47.09 67.19 42.51 19.92 23.87 43.36 26.20 28.12 27.90 35.21 31.24 32.62 62.00 20.72 22.31 31.11 28.77 45.01 31.39 0.46 31.05 38.81 18.89 23.89 33.99 9.90 0.98 40.97 17.53 32.63 36.71 9.68 42.12 28.41 28.50 17.79
4.47 3.81 3.00 3.06 2.90 3.12 3.66 3.49 3.81 5.09 4.87 7.52 2.69 1.96 11.88 2.50 3.04 2.52 2.28 3.38 3.67 5.74 5.01 4.22 10.32 10.00 5.56 6.10 6.37 5.55 11.34 10.40 3.44 7.55 7.01 9.81 13.92 6.44 3.80 6.06 6.62 5.76 5.34 2.41 5.11 7.08 8.06 4.59 4.00 4.46 3.86 4.36 2.38 3.90 5.93 4.40 4.68 3.95 4.16 8.05
3 3 2 2 1 2 3 3 1 2 3 3 3 2 3 2 2 3 2 2 2 2 3 3 2 2 2 3 2 2 2 1 3 3 2 3 1 3 2 2 2 2 2 2 3 2 1 2 2 2 2 1 2 2 2 2 3 3 3 3
01:02 00:42 11:31 09:10 01:24 08:28 00:47 04:42 07:08 10:48 04:04 04:17 00:45 07:45 05:09 22:30 21:37 00:46 11:43 11:43 11:20 09:10 00:42 04:16 09:07 09:05 07:44 01:45 08:25 07:44 06:47 21:39 00:58 05:41 08:24 05:58 02:14 02:23 04:42 14:22 15:30 14:44 15:23 16:02 03:31 08:24 19:52 09:09 09:18 07:44 08:24 02:18 08:24 08:24 08:25 12:02 04:03 04:49 04:49 03:07
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
21:58 22:38 21:58 17:19 17:19 17:20 23:07 17:20 17:18 17:18 17:19 17:18 09:30 17:21 16:26 17:09 17:09 09:44 17:09 17:09 17:08 17:55 00:35 17:55 17:55 17:07 17:07 17:07 17:06 17:06 17:12 17:10 00:35 17:09 17:16 17:16 17:03 17:03 17:03 17:03 17:03 17:03 17:05 17:13 00:32 16:51 13:41 17:00 17:01 17:24 17:10 17:12 17:30 17:20 17:11 17:22 17:18 17:11 17:16 00:32
1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.60 1.20 1.20 1.20 1.20
Tier 1 Improvements H&H Model Results Report Page - 40 of 62 5 Year 72 Hour Event
U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.98 4.13 5.83 40.20 8.91 3.79 4.07 7.75 10.85 7.37 5.18 3.44 3.82 4.52 6.15 2.21 4.69 3.25 4.39 4.21 3.78 3.72 3.71 7.45 4.35 6.02 7.04 6.40 6.99 3.06 4.89 6.62 4.44 5.14 5.45 8.20 7.20 6.84 10.64 10.65 25.97 14.70 12.80 6.26 8.53 2.91 11.53 3.96 3.76 7.00 4.92 7.26 3.61 6.99 2.15 5.63 5.36 5.00 8.34 4.02
3 3 1 1 3 2 1 2 2 2 2 2 1 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 2 2 2 2 2 2 2 3 3 3 3 3 2 3 3 3 2 2 3 2 2 3 3 3 2 3
02:10 04:51 03:07 04:10 03:51 12:04 08:26 16:01 13:12 16:03 12:01 23:44 19:58 11:51 00:41 00:42 01:13 03:27 03:34 03:31 00:56 03:26 03:18 03:31 03:27 01:02 01:27 03:07 03:28 11:32 11:33 11:33 03:27 11:46 11:46 11:55 11:57 11:55 11:57 11:57 11:42 03:52 03:52 03:13 02:24 03:08 11:21 03:14 03:52 01:47 11:55 11:48 04:17 11:55 11:25 03:02 03:18 03:21 10:17 02:57
3.59 3.86 4.90 35.33 6.13 3.48 3.85 6.46 8.17 7.30 4.09 2.93 2.78 3.69 4.33 1.75 3.64 2.69 4.02 4.09 3.47 3.57 3.29 5.02 3.80 4.41 4.56 4.32 4.02 2.69 4.43 4.43 3.83 4.64 5.08 6.57 6.06 5.77 6.28 7.33 15.89 11.43 10.20 4.91 5.76 2.74 10.74 3.11 3.02 4.70 4.13 6.43 3.31 6.18 1.57 3.79 4.18 4.34 6.44 3.94
2 3 1 2 2 2 1 2 2 2 2 1 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 3 3 3 2 3 3 2 2 2 3 2 3 2 3 3 2 3
11:55 05:09 03:03 01:22 05:07 12:01 11:04 16:49 14:05 16:03 11:53 20:37 04:47 11:53 00:40 00:46 01:26 03:27 03:35 03:31 01:14 03:18 03:19 03:32 03:34 00:44 01:18 00:52 09:28 11:31 11:34 11:25 03:26 11:47 11:56 11:56 11:57 11:25 11:57 11:57 11:42 11:28 03:53 03:13 01:14 03:17 11:21 03:22 03:25 11:49 11:48 11:53 04:35 11:56 03:25 11:42 03:28 03:18 09:58 02:51
17.68 47.90 47.61 12.01 31.66 28.11 55.67 12.99 36.97 0.97 0.27 23.58 22.35 30.72 18.88 16.25 24.35 32.98 38.82 36.99 26.59 24.44 23.65 21.28 31.35 17.81 22.40 19.20 17.90 64.16 37.61 27.03 30.74 44.92 31.69 34.32 25.28 23.88 40.83 39.62 60.88 0.75 1.21 20.11 0.36 27.18 42.68 36.42 1.50 17.98 46.82 25.69 31.82 53.59 16.86 18.18 15.66 17.50 26.70 35.55
4.40 5.26 5.15 8.89 7.88 3.36 5.18 4.73 13.81 9.38 4.58 3.04 3.38 3.99 5.43 1.95 4.15 2.87 3.89 3.72 3.34 3.29 3.28 6.58 3.84 5.32 6.23 5.66 6.18 6.09 4.32 5.86 3.92 4.54 4.82 7.25 3.58 3.40 5.29 5.30 8.45 4.68 6.37 3.12 2.72 2.57 5.73 3.50 3.33 6.19 4.35 3.61 3.19 5.69 1.90 4.98 2.67 2.49 7.38 3.55
3 3 1 1 3 2 1 2 2 2 2 2 1 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 2 2 2 2 2 2 2 3 3 3 3 3 2 3 3 3 2 2 3 2 2 3 3 3 2 3
02:10 04:51 03:07 04:10 03:51 12:04 08:26 03:12 13:12 16:03 12:01 23:44 19:58 11:51 00:41 00:42 01:13 03:27 03:34 03:31 00:56 03:26 03:18 03:31 03:27 01:02 01:27 03:07 03:28 11:32 11:33 11:33 03:27 11:46 11:46 11:55 11:57 11:55 11:57 11:57 11:42 03:52 03:52 03:13 02:24 03:08 11:21 03:14 03:52 01:47 11:55 11:48 04:17 11:55 11:25 03:02 03:18 03:21 10:17 02:57
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 1 0 2 2 2 2 0 0 0 1 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 2 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 2 2 0 1
16:56 16:25 16:26 19:01 17:12 00:33 17:12 11:52 11:24 09:05 07:51 17:54 17:54 17:54 00:35 00:35 00:33 21:41 21:34 21:34 00:34 21:33 21:33 21:34 21:40 21:33 21:33 21:33 21:29 20:58 21:37 21:40 21:33 21:37 21:27 21:27 11:24 12:13 10:47 11:56 01:03 22:58 21:24 20:43 21:24 00:37 19:22 19:35 21:29 21:31 21:40 22:02 00:37 21:30 22:10 22:09 04:35 07:14 21:34 00:09
1.20 1.00 1.20 2.40 1.20 1.20 1.00 1.50 0.96 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20
Tier 1 Improvements H&H Model Results Report Page - 41 of 62 5 Year 72 Hour Event
U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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20.13 3.78 6.06 3.31 3.78 4.35 2.82 14.42 3.26 4.17 6.59 6.78 11.01 4.61 6.99 4.80 4.27 13.58 6.46 3.98 4.38 3.44 28.82 7.20 9.27 9.02 8.06 8.30 4.92 5.81 4.17 14.08 16.40 12.46 6.92 12.49 7.47 8.13 6.60 7.55 5.29 11.37 16.64 10.67 10.00 13.18 18.35 16.55 19.30 19.12 8.03 30.91 23.57 25.52 44.44 68.20 58.14 115.74 17.83 18.20
2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 3 3 3 2 3 3 3 0 0 0 0 0 0 3 1 0 2 2 2 2 2 3 2 3 2 2 2 2 2 2 3 1 1 2 1 2 3 1 2 1 1 3 2 1 2
17:48 11:48 11:43 11:48 11:47 06:21 11:47 04:48 23:53 11:50 00:19 01:40 21:36 03:01 01:27 00:36 00:31 03:52 11:48 00:48 02:16 01:03 21:26 20:38 20:24 20:38 20:38 21:15 01:48 20:51 20:39 15:56 14:10 14:34 17:44 19:53 01:08 16:05 00:54 17:35 11:51 14:54 23:18 20:08 19:37 05:10 21:48 21:48 10:11 18:09 10:46 04:24 14:17 10:14 21:28 21:07 02:58 10:44 14:31 09:44
18.68 2.41 4.26 2.09 2.84 3.47 2.23 9.67 2.23 2.02 5.03 4.74 5.65 3.60 4.28 4.16 3.86 10.34 6.39 3.22 3.44 2.87 10.23 5.36 4.75 5.66 6.42 6.93 3.76 4.76 3.86 9.94 13.52 12.35 5.92 10.91 6.26 6.39 5.88 6.42 4.69 8.86 14.62 10.29 9.45 10.15 15.55 12.13 11.83 16.02 6.32 24.77 22.49 21.00 33.20 65.26 53.07 77.75 16.84 17.91
2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 2 2 3 2 3 0 0 0 0 0 3 0 2 0 1 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 1 2 1 3 3 1 1 2 1 3 2 1 1
17:48 11:48 11:48 11:48 13:30 02:29 12:32 07:53 23:48 23:55 21:58 00:17 01:53 00:32 02:26 01:17 01:01 11:49 11:38 01:02 23:40 01:36 20:58 20:39 19:59 20:35 20:39 00:56 20:40 07:18 20:40 20:42 17:36 15:41 18:09 19:53 01:08 01:10 12:13 21:20 12:50 12:25 14:17 19:42 16:47 21:56 06:45 21:08 08:33 21:08 03:58 03:54 18:28 11:06 10:45 21:50 04:57 09:03 20:54 14:32
6.47 36.56 13.52 29.69 21.92 0.56 25.21 8.63 11.28 15.42 11.76 18.38 16.60 0.45 0.43 1.25 40.75 13.83 49.74 30.80 16.59 25.57 68.92 10.59 3.49 34.46 30.79 15.21 34.43 29.14 61.28 2.56 12.51 1.89 24.27 8.81 8.70 11.12 11.05 9.70 20.60 30.35 3.22 1.56 1.65 3.67 1.87 0.84 1.78 1.62 1.55 1.57 2.93 4.95 3.44 2.87 1.01 1.98 1.66 0.76
1.60 3.34 5.36 2.92 3.34 3.86 2.50 4.59 1.62 2.08 3.73 3.84 6.23 2.29 3.48 4.24 3.77 3.00 5.83 3.52 3.88 2.80 23.49 5.87 5.25 5.15 4.62 4.74 4.35 6.31 4.53 3.17 2.04 15.86 6.12 2.76 1.65 1.80 1.46 1.67 2.63 5.66 5.30 5.31 4.97 6.56 6.16 5.27 9.62 6.31 2.56 9.94 7.50 8.14 9.95 9.65 9.44 9.68 8.87 9.14
2 2 2 2 2 2 2 3 2 2 3 3 2 3 3 3 3 3 2 3 3 3 0 0 0 0 0 0 3 1 0 1 2 2 2 2 3 2 3 2 2 2 2 2 2 3 1 1 2 1 2 3 1 3 1 1 3 2 1 2
17:48 11:48 11:43 11:48 11:47 06:21 11:47 04:48 23:53 11:50 00:19 01:40 21:36 03:01 01:27 00:36 00:31 03:52 11:13 00:48 02:16 01:03 21:26 20:38 20:24 20:38 20:38 21:15 01:48 20:51 20:39 03:49 14:10 14:34 17:44 19:53 01:08 16:05 00:54 17:35 11:51 14:54 23:18 20:08 19:37 05:10 21:48 21:48 10:11 18:09 10:46 04:24 14:17 04:51 21:28 21:07 02:58 10:44 14:31 09:44
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 1 2 2 2 2 2 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1
10:50 21:41 00:37 21:40 20:21 21:36 21:33 06:09 22:51 22:35 20:43 22:12 22:12 22:35 22:35 21:32 21:29 09:01 15:38 20:40 20:39 20:41 19:32 19:38 19:45 19:46 19:46 19:46 19:33 19:22 19:23 11:58 01:41 20:01 04:10 06:14 06:14 06:14 06:38 06:38 06:28 06:28 00:14 00:26 00:33 08:16 08:19 21:41 21:42 07:52 00:18 07:52 08:36 08:14 08:18 09:47 18:32 10:10 07:57 09:53
4.00 1.20 1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.50 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.25 1.50 1.50 1.50 1.50 1.20 1.08 1.08 3.83 3.20 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 2.00 1.60 2.00 2.00 2.00 2.00 2.00 2.40 3.00 2.80 4.00 1.60 1.60
Tier 1 Improvements H&H Model Results Report Page - 42 of 62 5 Year 72 Hour Event
U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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17.43 48.17 4.52 2.72 4.13 3.26 8.92 7.83 9.07 27.73 32.85 18.11 16.27 13.95 3.65 40.07 27.80 22.53 14.53 21.09 28.75 13.84 8.64 13.54 27.55 6.64 43.69 52.79 28.27 7.84 4.81 5.77 11.48 12.20 11.88 5.07 4.28 3.62 3.49 5.33 2.11 7.62 3.86 5.39 7.51 3.86 2.24 5.04 5.27 3.07 4.79 5.52 5.13 6.70 8.80 13.80 8.61 7.52 7.02 3.03
1 1 3 2 3 1 1 2 2 2 2 2 2 3 3 3 3 3 2 2 2 3 3 1 1 2 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3
12:10 14:43 03:20 11:38 02:31 22:53 18:15 06:32 15:29 12:20 05:52 17:38 12:38 02:10 05:42 05:37 04:43 04:22 17:01 16:58 17:01 02:51 02:46 09:50 20:48 13:35 12:14 12:41 13:35 12:09 12:09 04:59 12:42 13:36 15:41 14:20 14:07 14:33 04:38 15:33 14:22 12:15 16:50 18:21 04:44 15:33 16:46 15:20 16:46 04:22 15:09 14:10 14:09 13:02 14:07 15:19 12:37 14:19 14:05 03:23
17.35 47.59 4.17 1.41 4.10 3.12 8.40 7.23 8.18 25.27 28.66 16.06 15.31 9.90 3.59 30.67 24.09 14.19 12.59 19.39 26.46 11.48 8.31 10.73 23.63 6.47 41.45 48.44 27.88 5.08 3.09 5.44 7.57 12.00 10.02 5.04 4.05 3.52 3.12 3.40 1.96 7.61 2.74 4.23 6.32 3.61 1.69 4.49 4.65 2.54 4.54 5.25 4.67 4.48 7.22 8.70 7.73 6.46 6.35 2.27
1 2 3 2 3 2 2 1 2 2 1 2 2 3 3 1 2 3 2 2 2 3 3 1 1 2 2 2 2 3 3 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3
20:37 08:57 03:16 11:45 02:43 12:12 08:42 18:31 14:06 13:26 20:45 21:18 20:40 00:52 05:54 11:13 23:36 05:07 13:01 23:33 17:01 02:36 02:46 08:47 21:04 13:36 12:14 12:12 12:42 00:13 00:13 05:01 13:37 13:36 18:47 14:21 12:40 14:31 04:39 14:57 14:23 12:16 22:17 13:04 04:31 18:23 06:29 14:55 15:20 04:59 15:20 14:23 13:20 14:10 13:13 14:11 13:05 14:07 12:20 03:33
3.03 1.11 4.74 12.17 48.33 36.03 2.54 0.91 10.81 1.41 20.70 11.29 16.60 0.36 37.68 1.31 28.33 0.88 0.72 7.29 0.33 5.07 1.74 31.71 0.50 42.16 31.58 1.60 76.81 30.26 33.76 36.58 0.34 38.28 2.05 55.70 1.37 0.99 25.43 0.96 26.67 1.07 0.06 0.08 19.21 0.86 0.72 38.63 20.71 22.19 38.78 38.63 16.98 11.97 1.38 16.61 0.65 0.89 0.73 26.31
4.67 15.33 4.90 2.95 5.26 4.15 2.87 3.89 2.89 8.83 7.26 4.84 4.67 3.08 3.96 12.75 6.15 4.98 4.81 6.71 3.57 1.10 6.19 4.85 2.44 6.84 8.90 26.25 20.26 4.44 4.25 4.70 2.54 6.07 5.91 6.45 3.78 3.20 2.85 2.65 2.69 3.79 2.00 2.70 6.12 3.41 1.98 4.46 4.66 2.50 4.24 4.88 2.55 3.33 4.38 6.86 7.62 6.65 8.93 2.68
1 1 3 2 3 1 1 2 2 2 2 2 2 3 3 3 3 3 1 2 2 3 3 1 1 3 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3
12:10 14:43 03:20 11:38 02:31 22:53 18:15 06:32 15:29 12:20 05:52 17:38 12:38 02:10 05:42 05:37 04:43 04:22 22:13 16:58 17:01 02:51 02:46 09:50 00:11 04:03 12:14 12:41 13:35 12:09 12:09 04:59 12:42 13:36 15:41 14:20 14:07 14:33 04:38 15:33 14:22 12:15 16:50 18:21 04:44 15:33 16:46 15:20 16:46 04:22 15:09 14:10 14:09 13:02 14:07 15:19 12:37 14:19 14:05 03:23
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1 1 0 0 0 0 1 1 1 1 1 2 2 1 0 1 1 1 2 2 2 1 1 1 1 2 2 2 2 2 2 0 2 0 0 2 0 1 0 1 0 2 2 2 0 1 0 0 0 0 0 0 1 1 1 0 2 2 2 1
10:09 09:48 23:45 18:18 17:31 17:31 10:03 10:08 00:21 02:46 03:52 17:38 17:38 00:35 18:20 01:34 03:52 02:29 09:15 10:32 10:35 09:55 08:42 08:19 14:43 11:51 07:25 11:50 11:52 11:52 11:51 18:54 07:11 19:00 21:41 10:33 21:37 10:01 18:55 09:44 18:20 11:39 11:56 11:56 18:54 09:04 23:50 23:09 23:09 18:55 23:09 23:09 14:23 14:16 00:39 22:42 11:26 11:26 08:39 00:37
2.40 2.00 1.08 1.08 1.00 1.00 2.00 1.60 2.00 2.00 2.40 2.40 2.40 2.40 1.08 2.00 2.40 2.40 2.00 2.00 3.20 4.00 1.33 2.00 4.00 1.20 2.50 1.59 1.33 1.40 1.18 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 1.20 1.60 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.20 1.20 0.39 1.20
Tier 1 Improvements H&H Model Results Report Page - 43 of 62 5 Year 72 Hour Event
U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.35 3.27 10.36 4.56 11.84 4.27 3.79 4.01 12.38 4.32 5.87 3.16 3.93 8.51 12.34 7.42 9.89 12.31 4.53 6.93 6.22 8.66 11.60 6.92 8.52 13.66 8.07 5.82 2.86 7.76 2.98 2.89 4.32 6.05 4.58 10.22 4.69 3.71 1.84 2.23 4.05 4.55 7.32 6.25 5.68 5.54 13.70 12.72 4.15 33.92 33.24 8.03 7.66 5.15 13.55 10.40 3.25 2.99 7.11 7.73
3 3 3 3 3 3 3 3 3 2 3 3 3 2 2 3 3 2 2 2 2 2 1 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 3 2 2 3 2 2 3 2 3 2
05:57 05:00 02:46 03:52 01:55 03:38 05:33 03:59 03:42 11:38 04:00 00:35 01:56 11:47 11:16 01:22 04:11 11:53 11:39 15:00 15:10 11:53 10:05 04:52 10:58 01:23 14:12 17:39 11:54 11:53 17:57 17:18 12:18 12:30 12:37 13:22 12:37 12:19 11:50 13:21 12:15 02:18 01:28 12:00 14:22 14:22 00:44 01:28 02:18 00:44 00:44 11:01 11:01 02:58 11:42 11:34 02:57 11:29 04:56 10:37
4.44 3.04 7.80 3.84 8.31 3.91 3.18 3.61 7.82 2.67 5.23 2.50 3.91 5.12 8.76 6.85 7.75 10.77 3.56 6.93 6.22 7.79 8.80 4.76 8.31 11.22 5.29 3.60 2.16 5.44 2.30 2.29 4.20 4.20 4.20 8.75 3.91 3.00 1.50 1.66 4.02 3.76 5.62 5.77 5.17 4.46 10.74 11.76 3.75 26.07 30.31 6.88 7.57 4.80 11.01 7.57 3.05 2.84 5.50 5.73
1 3 2 3 2 3 3 3 3 2 3 3 3 2 2 3 2 2 0 2 2 2 1 3 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 3 3 2 2 3 3 3 3 2 3 3
20:14 04:25 11:56 02:24 12:06 03:23 03:55 05:28 03:17 11:51 03:41 00:36 01:56 11:57 02:36 01:22 11:55 11:54 22:52 15:00 15:10 11:53 10:35 00:44 10:58 00:15 16:20 12:19 13:33 03:41 14:33 18:07 12:15 12:15 12:15 13:03 12:20 12:27 11:38 13:15 12:15 02:14 00:47 14:15 14:18 14:21 13:16 00:45 02:49 05:38 00:45 11:01 11:01 02:59 03:48 04:00 02:58 11:29 03:57 05:40
17.30 29.49 12.43 17.55 0.35 34.83 32.56 34.03 17.80 10.90 48.11 22.31 15.80 16.57 9.89 0.58 18.75 30.18 21.99 2.12 33.94 19.65 11.01 14.76 14.68 6.33 7.47 16.71 22.52 20.13 24.75 26.42 22.65 26.81 28.28 16.54 15.35 29.14 15.50 19.84 14.63 37.10 58.23 49.77 48.60 19.96 35.31 39.00 36.00 52.89 63.25 2.57 26.11 34.94 9.31 10.02 38.13 34.62 6.88 12.73
4.73 2.89 5.15 2.27 3.77 3.78 3.35 3.55 6.16 1.38 5.19 2.80 1.95 2.71 3.93 2.36 3.15 6.12 4.00 6.13 5.50 2.76 3.69 2.20 2.71 1.93 4.01 2.90 2.53 6.86 2.63 2.55 3.82 5.35 4.05 9.04 4.14 3.28 1.63 1.97 2.29 4.02 6.47 5.59 5.27 3.17 7.01 6.33 3.67 16.87 27.09 6.54 6.24 4.20 2.99 2.30 4.14 3.80 1.57 3.84
3 3 3 3 3 3 3 3 3 2 3 3 3 2 2 3 3 2 2 2 2 2 1 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 3 3 3 3 2 2 3 2 2 3 2 3 2
05:57 05:00 02:46 03:52 01:55 03:38 05:33 03:59 03:42 11:38 04:00 00:35 01:56 11:47 11:16 01:22 04:11 11:53 11:39 15:00 15:10 11:53 10:05 04:52 10:58 01:23 14:12 17:39 11:54 11:53 17:57 17:18 12:18 12:30 12:37 13:22 12:37 12:19 11:50 13:21 12:15 02:18 01:28 14:20 14:22 09:47 00:44 01:28 02:18 00:44 00:44 11:01 11:01 02:58 11:42 11:34 02:57 11:29 04:56 10:37
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1 1 1 1 0 1 1 1 1 0 1 1 1 2 2 1 1 0 0 0 0 1 1 1 1 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 0 1 1 1 2 1 1 0 0 0 0 0 0 0 0 0 0 1 0
00:36 00:37 01:59 02:38 22:00 00:36 00:33 00:35 01:53 21:21 00:35 00:35 03:41 05:38 05:32 21:11 00:11 22:40 17:22 21:28 21:28 00:12 00:12 00:12 00:12 05:44 11:54 11:54 11:53 22:10 11:52 11:52 06:27 06:28 06:30 06:31 06:31 06:30 06:24 06:22 11:57 22:10 06:44 09:06 02:22 11:58 10:59 09:04 22:03 22:01 21:55 14:41 17:52 18:41 23:56 23:57 17:58 17:59 00:06 21:26
1.20 1.20 1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 1.20 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.47 1.20 1.20 1.20 0.95 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60
Tier 1 Improvements H&H Model Results Report Page - 44 of 62 5 Year 72 Hour Event
U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.26 8.95 4.78 9.45 7.06 11.77 4.45 21.76 17.94 23.08 16.10 32.47 8.29 14.53 12.88 5.40 5.23 5.49 4.40 7.79 5.53 6.15 5.02 4.68 4.99 2.91 2.70 2.68 2.41 2.57 5.15 4.20 3.16 11.14 2.80 2.80 5.09 5.23 5.09 5.74 8.70 3.92 3.99 8.20 7.71 16.50 6.62 10.84 3.88 3.37 6.33 4.83 5.45 17.01 7.38 7.31 3.56 6.87 6.07 7.10
3 2 3 2 3 3 3 2 3 3 3 2 3 2 2 3 3 3 2 2 3 3 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 3 2 2 3 2 2 2 2 3 2 2 2
03:27 15:15 00:58 11:49 01:20 00:40 01:48 13:49 00:50 00:45 00:27 17:26 03:03 16:09 23:52 01:05 00:54 03:26 13:14 03:24 04:19 05:52 04:30 11:09 21:07 12:24 12:24 12:29 12:03 12:32 03:27 04:25 12:30 12:05 12:15 12:15 12:15 01:50 12:15 12:15 13:08 15:02 14:40 13:34 13:34 13:15 17:15 01:28 04:16 11:37 16:50 02:47 17:13 14:55 17:42 17:42 02:57 18:09 18:09 17:59
3.57 5.64 4.37 5.43 6.31 10.25 3.71 16.42 13.31 17.72 15.20 26.44 7.38 12.14 9.33 5.01 4.74 4.85 3.90 4.26 4.82 4.58 3.94 3.93 3.61 1.82 2.29 2.68 2.37 2.27 4.53 2.26 2.42 3.97 2.80 2.79 5.08 5.05 5.05 5.72 8.54 3.29 2.97 6.59 6.42 14.51 6.42 7.91 3.18 2.85 4.32 4.39 3.93 13.57 6.04 5.51 3.19 5.64 5.69 6.33
3 2 3 3 3 3 3 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 2 2 2 3 2 2 2
01:37 11:11 01:20 01:20 01:20 00:48 01:37 13:48 16:54 17:48 18:26 18:34 03:13 14:35 12:43 00:57 12:38 02:56 00:47 00:55 05:52 05:22 15:09 11:54 12:34 12:18 12:18 12:29 12:29 12:05 02:58 12:06 00:48 12:05 12:15 12:15 12:15 01:50 12:16 12:16 11:59 15:02 11:36 13:35 13:35 13:15 14:49 00:45 11:07 04:24 17:32 02:48 16:44 11:57 18:33 18:40 02:59 18:10 18:10 17:42
21.70 0.14 21.90 13.82 9.14 23.27 26.07 8.66 11.67 14.50 17.54 5.75 62.61 28.23 21.42 25.86 37.69 23.98 44.20 32.77 47.67 51.70 50.06 15.94 32.81 28.37 23.54 24.04 25.26 24.28 27.41 26.73 23.10 60.06 16.99 8.47 17.02 34.37 14.49 4.06 76.04 22.06 14.89 21.33 27.85 6.27 57.77 0.46 21.43 12.37 18.84 24.38 18.15 12.25 12.60 41.11 28.68 35.41 20.31 24.39
3.77 2.85 2.70 7.70 2.25 3.75 3.94 6.93 3.97 5.10 3.56 2.81 10.55 7.22 6.41 4.78 6.66 4.86 5.61 10.20 7.04 7.82 6.39 4.13 6.44 3.70 3.44 3.44 3.14 3.27 4.55 5.39 4.29 9.85 2.47 1.39 2.58 4.63 2.83 2.53 7.77 3.47 1.99 4.08 3.84 3.65 5.85 3.45 3.43 1.67 3.15 4.27 2.71 5.41 2.35 6.46 3.15 6.08 3.02 3.53
3 2 3 2 3 3 3 2 3 3 3 2 3 2 2 3 3 3 2 2 3 3 3 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 3 2 2 3 2 2 2 2 3 2 2 2
03:27 15:15 00:58 11:49 01:20 00:40 01:48 13:49 00:50 00:45 00:27 17:26 03:03 16:09 23:52 01:05 00:54 03:26 13:14 13:15 04:19 05:52 04:30 11:09 21:07 12:24 12:24 15:09 12:30 12:32 03:27 04:25 12:30 12:05 12:15 12:15 12:15 01:50 12:15 12:15 13:08 15:02 14:40 13:34 13:34 13:15 17:15 01:28 04:16 11:37 16:50 02:47 17:13 14:55 17:42 17:42 02:57 18:09 18:09 17:59
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.84 0.50 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 2 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2 0 1 1 1 1 2 0 2 2 2 2 2 2 0 2 0 2 2 2 2 0 2 2 2 2 2 2 2 2 2 1 2 2 2 0 2 2 2 2 0 2 2 2
22:03 04:03 18:47 17:37 21:19 21:25 22:02 21:25 22:34 19:38 19:39 02:47 00:54 20:31 19:00 12:03 11:38 22:03 06:29 09:42 07:16 09:42 03:24 22:02 07:08 11:51 11:58 12:00 12:03 12:04 22:02 12:06 21:57 11:46 11:55 12:11 12:15 22:03 12:15 12:15 12:15 09:27 10:38 10:37 11:14 11:49 09:33 00:10 08:53 09:44 09:44 22:01 09:43 10:33 10:34 08:50 22:01 06:48 09:36 09:35
1.20 2.00 1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.60 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60
Tier 1 Improvements H&H Model Results Report Page - 45 of 62 5 Year 72 Hour Event
U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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7.88 3.90 12.24 8.08 19.78 13.87 19.29 18.07 11.16 10.45 18.17 7.38 5.03 8.30 6.79 2.63 3.54 4.94 5.77 4.46 3.02 4.47 36.16 11.77 6.09 3.46 6.19 0.00 9.83 13.46 3.39 13.17 9.49 9.66 6.23 34.76 15.81 6.79 5.37 13.60 6.72 6.09 11.11 7.21 8.00 8.00 247.35 6.43 36.61 0.00 50.69 7.60 118.99 65.28 4.03 71.22 58.87 122.80 3.18 3.49
2 3 2 2 1 3 2 2 2 2 3 2 3 2 2 2 2 3 3 3 2 3 3 2 3 2 2 0 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 0 0 2 2 2 0 2 2 2 2 2 2 2 2 2 2
17:13 00:18 18:35 11:31 14:30 01:51 14:31 13:51 13:53 14:33 03:01 16:50 01:40 11:46 11:37 11:34 11:55 05:09 04:27 05:15 13:14 05:06 01:47 11:57 05:26 12:15 12:15 00:00 12:02 13:16 14:24 20:38 19:07 17:20 21:56 09:26 08:35 16:02 00:41 12:18 14:00 17:22 13:27 14:24 19:10 19:10 12:21 14:12 12:28 00:00 12:38 12:15 18:22 11:55 12:15 17:53 16:55 11:35 12:52 13:37
6.38 3.65 6.92 5.74 11.42 13.34 15.05 16.53 11.03 9.81 11.67 7.08 4.80 7.81 5.81 2.40 2.52 3.08 4.49 2.69 3.02 3.25 28.62 9.38 5.11 3.46 6.18 0.00 6.74 7.67 3.20 13.00 6.74 7.92 6.13 18.44 14.61 5.86 4.37 9.59 6.23 5.76 10.77 6.11 8.00 8.00 117.99 2.42 5.87 0.00 32.15 7.58 67.49 29.60 4.03 53.56 41.65 58.86 3.18 3.49
2 3 2 2 2 3 2 2 2 2 2 3 3 2 3 2 2 3 2 3 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 0 0 2 2 2 0 2 2 2 2 2 2 2 2 2 2
17:42 02:34 20:19 18:47 06:07 01:25 18:23 13:52 13:53 12:07 21:39 00:28 01:48 11:46 01:06 11:56 11:57 04:27 11:16 04:54 13:14 11:11 22:19 11:58 12:01 12:15 12:15 00:00 13:13 18:46 12:27 20:47 19:33 15:54 21:56 05:41 21:56 16:05 11:30 14:17 14:00 16:51 13:27 14:57 19:11 19:11 15:52 12:33 12:21 00:00 14:25 12:16 13:30 11:56 12:15 16:57 14:34 12:10 12:53 13:38
26.45 26.09 13.73 6.56 5.05 1.32 1.87 18.54 17.01 14.58 7.29 35.68 1.88 1.56 48.90 23.13 21.51 10.21 8.85 13.16 12.18 14.56 2.02 0.66 34.69 1.51 1.90 0.00 1.29 5.92 10.78 1.21 33.02 34.63 20.32 0.92 21.98 28.36 31.14 12.56 31.49 38.50 17.79 33.10 1.00 1.00
3.92 3.45 6.09 2.15 2.80 4.42 6.14 5.75 3.55 3.33 4.02 6.02 4.48 6.76 6.17 2.33 3.13 2.46 2.87 2.22 1.50 2.53 7.99 2.60 5.39 4.41 5.47 0.00 4.89 2.97 3.00 6.55 4.76 4.81 4.47 8.27 7.87 4.86 4.75 4.33 4.82 5.38 9.82 5.17
2 3 2 1 1 3 2 2 2 2 3 2 3 2 2 2 2 3 3 3 2 3 3 2 3 2 2 0 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2
17:13 00:18 18:35 14:09 14:30 01:51 14:31 13:51 13:53 14:33 03:01 16:50 01:40 11:46 11:37 11:34 11:55 05:09 04:27 05:15 13:14 05:06 01:47 11:57 05:26 12:15 12:15 00:00 12:02 13:16 14:24 20:38 19:07 17:20 21:56 09:26 08:35 16:02 00:41 12:18 14:00 17:22 13:27 14:24
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 0 2 2 1 1 1 0 0 0 0 0 2 2 0 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 2 1 1 1 0 1 1 0 0 2 0 0 0 0
09:32 22:01 09:32 11:17 07:52 00:21 00:22 19:50 19:50 19:50 20:23 17:28 11:30 11:32 21:59 00:37 00:37 03:46 03:48 03:48 03:55 01:12 00:10 00:10 18:41 13:16 14:01 00:00 16:05 17:23 11:56 05:48 03:50 04:45 22:21 05:10 00:21 22:21 22:00 07:40 22:21 22:01 22:02 22:20
1.00 0.20 0.81 0.00 1.00 0.36 1.00 1.00 0.09 1.00 1.00 1.00 0.17 0.14
2 2 2 0 2 2 2 2 2 2 2 1 2 2
11:55 14:12 12:28 00:00 12:17 21:02 11:53 10:58 12:15 11:53 11:53 14:53 15:45 13:55
1.60 1.20 1.60 2.40 3.00 2.00 2.00 2.00 2.00 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 1.20 1.19 2.40 1.20 1.60 1.60 1.60 1.33 2.40 1.60 1.33 1.20 2.00 1.33 1.20 1.20 1.33
Tier 1 Improvements H&H Model Results Report Page - 46 of 62 5 Year 72 Hour Event
WEIR-15 WEIR-17 WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.05 60.97 5.36 4.04 0.76 1.17 0.30 0.07 9.50 2.67 10.02 4.32 6.76 9.65 4.06 0.57 2.51 7.97 6.57 3.60 0.00 50.34 0.00 7.82 3.92 2.24 11.97 0.92 16.98 6.82 4.52 1.22 0.44 0.58 4.92 3.85 3.31 5.17 7.83 8.00 14.33 50.62 93.98 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.79 2.27 1.90 0.63 1.21 1.28 1.28
3 3 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 3 2 0 3 3 3 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 3 2 2 3 2 2 1 2 2 0 0 2 0 1 1 2 2 1 2 2
02:16 01:46 17:28 14:15 13:32 13:00 18:30 18:30 05:28 14:07 23:43 00:37 14:51 18:08 20:38 21:01 11:51 16:42 02:35 16:18 00:00 02:04 01:54 01:15 14:25 11:51 16:19 12:53 12:54 00:04 13:28 15:06 13:54 12:51 16:19 21:36 00:19 20:48 22:20 22:20 01:36 10:25 11:54 04:14 10:01 07:47 04:57 05:01 03:09 22:31 20:22 11:55 00:00 10:52 09:08 07:10 06:08 02:00 11:52 11:16
3.28 34.59 4.31 3.26 0.76 1.17 0.06 0.00 3.48 2.67 3.86 1.71 5.16 5.59 1.93 0.50 1.19 6.92 4.59 3.25 0.00 26.24 0.00 5.09 2.74 2.07 6.81 0.90 13.11 4.98 3.83 1.22 0.44 0.58 4.55 3.03 1.23 2.97 3.15 5.00 9.31 31.09 53.95 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.80 2.27 1.90 0.63 1.21 1.28 1.28
2 3 2 2 2 2 2 0 2 2 2 3 2 2 2 2 2 2 2 2 0 3 0 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 1 2 0 2 2 2 2 2 2 2
12:43 00:55 18:51 14:33 13:33 13:00 16:13 00:00 14:25 14:12 23:43 00:37 15:34 18:08 12:34 14:27 12:29 22:05 12:15 14:25 00:00 03:51 00:00 01:14 14:51 12:45 18:51 12:54 12:03 14:25 14:25 15:06 13:54 12:52 16:49 16:56 11:58 18:51 23:16 18:51 02:02 09:36 04:40 03:24 11:14 11:27 09:15 10:54 10:17 08:58 18:41 11:56 00:00 11:17 07:29 07:25 09:49 04:24 11:53 11:37
0.23 1.00 0.37 0.23 0.05 0.09 0.04 0.02 0.27 0.15 0.31 0.20 0.26 0.33 0.20 0.06 0.15 0.30 0.33 0.25 0.00 1.00 0.00 0.34 0.27 0.12 1.00 0.08 0.63 0.32 0.25 0.08 0.03 0.23 0.31 0.20 0.20 0.31 0.40 0.40 0.57 1.00 1.00 1.00
3 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 0 2 3 3 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 1 1 1
02:16 17:35 18:26 14:15 13:18 18:04 18:30 18:30 05:28 14:30 23:43 00:37 18:08 18:08 20:38 21:01 21:27 14:09 16:46 14:29 00:00 10:52 01:54 01:15 14:29 15:07 10:16 01:05 12:29 13:16 14:24 14:37 13:54 12:55 14:22 18:23 00:19 18:45 18:34 18:34 12:36 01:18 01:18 07:52
Tier 1 Improvements H&H Model Results Report Page - 47 of 62 5 Year 72 Hour Event
CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
2 2 1 0 2 0 1 1 2 1 1 2
11:49 11:31 22:53 21:50 09:10 21:55 13:29 23:33 11:50 05:59 08:21 09:04
1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
2 2 2 1 2 0 2 2 2 2 1 2
11:50 11:42 11:46 06:56 12:04 21:58 10:54 10:48 11:51 10:48 10:24 10:28
Tier 1 Improvements H&H Model Results Report Page - 48 of 62 5 Year 72 Hour Event
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.01 0.00 CDT-11 1.00 0.02 0.04 0.00 0.94 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.06 0.00 0.00 0.94 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.02 0.07 0.00 0.91 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.13 0.00 0.00 0.85 0.00 0.01 0.01 0.00 0.00 CDT-175 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 22.55 0.00 0.12 0.00 0.88 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-217 15.62 0.00 0.06 0.00 0.94 0.00 0.00 0.00 0.00 0.00 CDT-219 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 5.03 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.00 CDT-237 21.76 0.00 0.01 0.00 0.99 0.00 0.00 0.00 0.23 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 21.76 0.00 0.06 0.00 0.93 0.00 0.00 0.00 0.00 0.00 CDT-245 21.76 0.00 0.06 0.00 0.93 0.00 0.00 0.00 0.00 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.01 0.00 CDT-279 5.03 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-281 5.03 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.01 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 49 of 62
CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207
5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 1.00 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.02 0.02 0.05 0.06 0.00 0.06 0.02 0.00 0.00 0.00 0.00 0.03 0.00 0.02 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.01 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.02 0.03 0.03 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.98 0.98 0.95 0.94 1.00 0.94 0.98 1.00 1.00 1.00 0.97 0.00 1.00 0.98 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 1.00 1.00 1.00 0.99 0.89 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.97 0.51 1.00 1.00 1.00 1.00 0.98 0.86 1.00 0.96 0.79 0.87 0.97 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.47 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.02 0.19 0.09 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.15 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.01 0.05 0.04 0.00 0.00 0.00 0.00
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 50 of 62
U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
1.00 1.00 1.00 1.00 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.00 2.69 1.00 1.00 1.00 1.00 1.40 1.00 2.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.06 0.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.04 0.03 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.04 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.98 0.98 0.96 1.00 1.00 1.00 1.00 0.99 1.00 0.98 0.96 0.96 0.98 1.00 1.00 0.25 0.09 0.24 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.95 0.23 0.94 0.96 0.96 0.99 0.99 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 0.97 0.99 1.00 1.00 0.99 0.66 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.02 0.00 0.00 0.00 0.00 0.39 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.01 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.69 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.73 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.17 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.14 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 51 of 62
U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507
1.00 1.00 1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.03 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.03 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.03 0.02 0.03 0.03 0.02 0.00 0.03 0.03 0.03 0.03 0.03 0.05 0.02 0.00 0.00 0.19 0.00 0.01 0.00 0.00 0.00 0.08 0.00 0.00 0.02 0.02 0.05 0.06 0.00 0.00 0.00 0.06 0.03 0.04 0.04
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.08 0.02 0.10 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.01 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.97 1.00 0.97 0.96 0.97 0.97 0.97 1.00 0.95 0.86 1.00 0.99 0.95 0.94 0.96 0.98 0.99 1.00 1.00 1.00 1.00 1.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.74 0.49 0.94 0.97 0.97 0.92 0.99 0.79 0.89 0.92 0.77 0.57 0.42 0.90 0.89 0.65 0.62 0.98 0.99 1.00 1.00 1.00 0.86 0.97 0.99 0.98 0.73 0.20 0.04 0.99 1.00 0.97 0.93 0.96 0.95 0.60
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.02 0.01 0.09 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.49 0.03 0.00 0.00 0.05 0.00 0.18 0.07 0.05 0.17 0.38 0.36 0.05 0.00 0.00 0.19 0.02 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.21 0.76 0.89 0.00 0.00 0.00 0.00 0.00 0.00 0.36
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.08 0.01 0.14 0.10 0.01 0.06 0.09 0.03 0.18 0.18 0.03 0.30 0.30 0.42 0.02 0.02 0.22 0.00 0.26 0.02 0.00 0.00 0.00 0.00 0.47 0.00 0.17 0.08 0.49 0.49 0.10 0.00 0.00 0.00 0.00 0.31 0.05
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 52 of 62
U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657
1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.18 13.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 3.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00
0.00 0.08 0.10 0.06 0.07 0.67 0.06 0.80 0.81 0.81 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.06 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.13 0.00 0.03 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.15 0.05 0.00 0.04 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.16 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.87 0.92 0.71 0.93 0.90 0.13 0.94 0.19 0.16 0.11 0.11 1.00 1.00 1.00 0.98 1.00 1.00 0.94 1.00 1.00 1.00 1.00 0.82 0.84 1.00 0.90 0.93 1.00 0.99 1.00 0.99 1.00 1.00 0.99 0.99 1.00 0.73 0.66 0.77 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.11 0.01 0.01 0.00 0.00 0.00 0.00 0.08 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.10 0.23 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.05 0.00 0.00 0.20 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.09 0.00 0.02 0.00 0.00 0.19 0.00 0.00 0.01 0.00 0.00 0.00 0.23 0.00 0.00 0.00 0.16 0.00 0.00 0.16 0.00 0.00 0.18 0.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.38 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 2.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.04 0.03 0.03 0.03 0.03 0.03 0.01 0.06 0.07 0.00 0.03 0.02 0.00 0.00 0.01 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.06 0.06 0.00 0.05 0.05 0.05 0.03 0.03 0.00 0.04 0.04 0.03 0.03 0.04 0.05 0.00 0.05 0.05 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.88 0.47 0.43 0.34 0.65 0.42 0.99 0.73 0.12 0.98 0.96 0.97 0.98 1.00 0.99 1.00 0.99 0.99 1.00 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 0.68 0.57 1.00 0.88 0.65 0.91 0.48 0.53 1.00 0.88 0.73 0.34 0.90 0.78 0.77 1.00 0.90 0.78 0.86 1.00 1.00 1.00 1.00 1.00 0.97 0.01 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.05 0.02 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.08 0.50 0.54 0.63 0.30 0.54 0.00 0.14 0.79 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.37 0.00 0.07 0.29 0.05 0.48 0.43 0.00 0.07 0.24 0.63 0.08 0.19 0.18 0.00 0.05 0.17 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.03 0.00 0.07 0.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.11 0.00 0.00 0.17 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.00 1.00 1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.00 0.00 0.01 0.03 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.06 0.06 0.05 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.00 0.04 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.99 0.97 0.97 0.93 0.98 0.98 1.00 0.99 0.99 0.64 0.13 0.95 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.91 0.50 1.00 0.82 0.98 1.00 1.00 0.94 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.02 0.00 0.01 0.01 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.46 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.01 0.04 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.99 77.99 78.00 0.00 0.00 C-WELL4E 0.00 0.00 0.50 0.00 0.00 CDT-101 17.36 17.37 17.39 1.04 6.09 CDT-103 17.17 17.27 17.37 0.08 0.74 CDT-105 17.06 17.11 17.18 0.07 0.64 CDT-107 19.27 19.47 19.95 0.61 1.77 CDT-109 19.65 19.91 19.98 2.46 2.52 CDT-11 55.09 55.09 58.60 6.08 11.16 CDT-111 20.16 20.31 20.63 1.03 3.73 CDT-113 16.25 16.33 16.27 0.06 0.87 CDT-115 19.31 19.39 19.33 0.07 6.25 CDT-121 18.60 18.87 76.93 0.00 0.11 CDT-123 45.55 45.55 45.58 9.94 11.53 CDT-125 43.14 43.15 43.14 0.05 4.68 CDT-171 20.34 20.35 25.09 0.00 0.02 CDT-173 10.10 10.18 10.13 0.09 3.76 CDT-175 5.99 6.40 6.18 0.00 1.58 CDT-177 5.99 6.40 6.18 0.00 1.24 CDT-179 2.60 2.60 4.35 0.00 0.00 CDT-181 0.16 0.21 0.21 0.00 0.05 CDT-183 12.65 12.74 12.69 0.02 3.67 CDT-185 0.16 0.21 0.21 0.00 0.05 CDT-187 29.04 29.09 29.07 0.01 12.88 CDT-189 29.04 29.07 29.09 0.01 12.40 CDT-191 4.24 4.50 4.35 0.00 0.97
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 55 of 62
CDT-193 CDT-195 CDT-197 CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112
19.28 32.50 16.41 15.88 15.93 16.48 13.88 17.28 17.28 16.19 15.93 15.94 16.04 12.13 16.18 12.34 17.37 18.13 18.13 18.24 16.85 17.03 20.73 18.13 18.60 18.60 17.93 18.34 12.50 16.70 20.73 20.73 16.19 16.57 13.93 3.41 3.41 2.34 15.75 18.93 16.13 15.82 18.93 15.82 16.24 15.85 15.86 15.37 24.96 15.49 18.35 18.29 52.87 41.66 43.72 41.92 52.38 7.66 0.00 60.46 22.32 15.79 15.74 21.64 78.00 51.54 77.99 51.45 32.22 52.12 40.35 39.67 43.61 44.01 57.36 20.22 18.84 53.59 55.88 53.37
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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19.53 32.58 16.50 15.95 16.03 16.54 13.97 17.33 17.32 16.82 16.09 15.96 16.04 12.18 16.19 12.38 17.41 18.17 18.14 18.39 17.41 17.04 20.77 18.17 18.61 18.61 17.98 18.38 12.59 16.76 20.77 20.77 16.22 16.63 14.07 3.61 3.61 2.34 15.79 19.15 16.14 15.85 19.15 15.85 16.27 15.86 15.87 15.39 25.09 15.53 18.40 18.31 52.93 48.60 45.30 44.55 52.38 7.66 0.00 60.46 22.89 15.81 15.77 22.32 78.00 51.54 77.99 51.45 32.22 54.09 43.53 44.06 46.42 44.96 57.36 20.68 18.84 53.79 56.11 53.46
20.12 32.57 16.57 15.90 15.95 16.61 14.09 17.32 17.33 16.49 16.27 17.32 16.04 12.15 16.18 12.35 17.60 18.14 18.17 18.29 17.00 20.59 20.73 18.14 20.74 20.74 18.14 18.35 12.54 16.72 20.73 20.73 16.27 16.60 13.97 3.99 3.99 2.34 15.77 19.37 16.18 15.83 19.37 15.83 16.30 15.85 15.88 15.40 25.23 15.61 18.70 18.41 53.52 43.43 44.55 43.01 52.38 37.64 0.00 60.46 23.90 15.83 15.80 21.83 78.00 78.00 78.00 78.00 77.99 52.15 46.43 44.97 48.15 51.56 57.36 23.27 78.00 53.60 56.66 56.65
0.12 0.00 0.06 0.08 0.02 0.03 0.20 0.09 0.06 0.08 0.03 0.00 0.00 0.01 0.02 0.01 0.29 0.01 0.01 0.02 1.03 0.00 0.01 0.01 0.00 0.00 0.07 0.00 0.00 0.02 0.11 0.20 0.28 0.20 0.06 0.13 0.14 0.00 0.02 0.02 0.01 0.00 0.02 0.00 0.00 0.01 0.03 0.07 0.08 0.42 0.04 0.01 3.90 41.52 42.07 38.23 1.84 0.05 0.16 0.00 5.40 0.09 0.10 0.32 3.69 13.26 2.45 0.00 22.97 28.21 15.93 25.50 17.24 28.70 23.55 19.56 3.38 12.89 40.53 17.01
3.62 4.01 7.71 6.88 4.64 5.15 5.10 6.68 7.27 6.04 4.86 0.67 1.85 1.74 3.90 2.30 9.44 8.54 8.78 0.82 8.58 4.38 1.38 6.55 0.02 0.02 9.09 7.76 2.83 3.28 6.63 3.74 7.78 7.99 3.65 0.98 1.29 0.74 5.78 8.66 1.09 2.29 7.49 2.36 6.74 4.81 5.72 6.45 7.70 8.68 9.84 8.06 24.49 20.09 22.97 22.80 21.59 2.06 0.00 5.61 8.68 6.30 6.23 7.80 15.61 10.90 3.83 2.22 18.91 32.55 21.07 19.84 21.88 21.48 24.58 10.80 8.16 28.49 19.27 23.51
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U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271
55.61 53.34 55.28 52.78 53.01 16.98 54.20 55.36 54.17 52.38 52.39 45.55 54.87 39.82 43.64 45.19 46.45 53.76 40.73 40.50 40.78 28.55 25.17 19.21 28.99 28.40 36.82 24.80 50.76 24.32 24.40 33.46 51.66 43.99 42.37 47.82 35.87 37.44 50.77 42.45 30.06 39.87 60.89 58.64 60.94 52.52 48.20 52.19 55.91 49.33 51.17 60.74 64.31 39.57 51.39 36.77 59.25 43.19 34.71 59.53 59.74 55.28 60.44 55.28 48.34 49.05 47.99 61.44 52.12 35.69 36.34 50.97 59.61 6.92 7.00 10.18 14.14 44.56 45.47 47.60
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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58.04 56.64 55.28 54.83 53.03 17.64 55.53 55.36 55.57 60.56 52.39 60.63 54.87 45.58 50.13 49.17 51.25 53.77 42.01 46.17 46.14 35.29 28.92 19.21 35.83 29.33 37.46 26.31 50.77 26.58 26.58 36.64 60.60 51.78 47.16 49.08 40.46 40.46 53.43 43.65 33.32 44.93 60.91 58.64 60.94 58.54 54.10 52.23 55.91 49.33 53.48 61.00 64.31 42.64 51.41 40.16 59.59 43.89 48.60 60.63 60.49 56.67 60.49 55.47 52.12 51.18 53.86 61.63 52.44 41.42 43.83 50.99 59.90 7.67 9.81 10.18 14.19 50.16 52.53 51.11
55.67 53.46 55.32 52.80 54.75 17.96 54.25 55.36 54.25 52.42 60.65 45.57 58.49 50.11 49.12 51.27 53.79 60.68 41.57 50.60 47.51 28.93 29.32 21.26 29.32 37.83 37.83 26.07 53.41 26.04 25.80 35.52 51.78 47.16 49.08 58.51 38.27 41.26 50.77 51.59 38.83 43.09 60.94 60.94 60.94 54.17 52.21 60.88 60.91 78.00 51.17 60.87 64.31 51.40 60.94 43.19 61.13 58.49 36.29 59.59 59.81 57.39 60.68 60.46 55.48 51.04 52.13 61.44 61.09 37.59 40.12 53.45 59.96 7.07 7.12 78.00 55.38 52.54 51.09 55.33
55.12 32.38 25.59 27.23 20.80 27.27 24.89 43.98 38.22 48.22 46.93 52.19 0.75 51.55 45.72 37.29 51.28 45.36 47.72 44.39 51.03 46.32 53.89 0.00 50.68 58.20 44.46 56.79 34.12 58.67 51.08 55.99 52.19 41.58 43.08 51.59 34.37 51.35 49.75 55.35 53.46 43.69 56.96 49.40 47.67 50.36 46.79 50.72 48.59 0.00 51.34 50.48 51.19 45.15 51.03 15.37 0.00 55.69 24.38 54.64 54.46 25.07 54.80 51.38 50.77 38.18 44.52 56.36 55.21 12.35 44.79 51.57 56.40 18.04 15.13 0.00 0.00 37.70 37.03 38.61
24.73 32.40 32.48 33.89 28.84 14.35 18.64 34.82 31.86 23.43 20.70 30.85 10.22 27.18 31.56 28.03 28.60 27.80 27.01 20.30 21.40 18.77 14.76 0.70 20.84 17.93 24.20 8.72 21.65 15.30 9.61 10.30 31.46 21.52 25.39 27.14 11.49 20.43 29.09 22.19 17.01 20.13 29.75 22.81 33.78 28.90 29.03 29.62 28.64 5.37 32.30 22.62 34.50 29.37 29.90 11.18 9.64 19.46 13.88 39.61 30.36 30.33 31.82 25.00 24.93 28.29 24.14 40.04 29.98 15.30 27.34 18.77 30.02 5.19 6.23 0.05 0.20 19.86 17.17 30.41
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U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419
49.95 49.95 47.65 42.09 38.93 34.69 47.64 33.66 38.02 47.74 48.21 43.65 41.50 40.68 37.43 57.02 31.04 41.05 32.95 19.53 18.83 19.99 15.77 15.94 15.82 15.83 19.21 21.47 46.79 42.81 31.05 38.11 58.48 39.81 28.25 48.30 42.72 24.13 40.84 54.87 47.47 52.49 18.75 18.02 28.03 53.84 43.02 40.43 53.37 36.70 51.28 33.11 56.35 22.57 35.75 37.93 57.09 49.95 49.17 44.38 42.81 56.43 56.25 16.43 56.58 47.20 46.74 43.38 55.44 55.94 40.42 36.94 35.02 35.35 48.54 42.06 58.19 12.14 46.97 57.95
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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49.95 53.41 53.45 56.34 56.35 38.96 47.65 42.13 41.76 47.75 56.36 48.25 45.22 49.52 43.99 57.57 45.20 45.19 38.50 35.76 22.25 20.67 16.13 16.20 16.20 15.92 20.69 21.47 46.79 42.86 31.83 53.38 58.57 39.89 38.47 55.73 48.36 28.42 53.37 55.65 49.29 52.50 20.70 21.55 36.93 53.84 43.12 56.04 53.37 40.54 57.14 35.72 56.39 22.74 40.87 43.76 57.11 52.60 50.86 44.38 44.38 56.43 56.43 17.12 62.37 56.67 47.28 56.58 57.54 57.82 46.17 44.28 42.57 40.72 58.22 42.09 58.45 12.15 46.97 78.00
53.41 49.95 47.65 42.12 38.96 47.74 53.43 41.76 49.48 56.36 48.24 49.51 49.50 43.99 43.73 57.02 35.76 49.09 45.19 22.26 20.68 22.93 16.09 16.09 15.84 16.30 20.77 57.06 58.57 56.54 54.60 38.11 58.53 58.27 39.88 48.38 49.09 30.00 40.84 55.31 52.49 55.82 19.41 19.41 37.77 53.84 43.05 40.53 53.37 49.09 51.28 51.27 56.41 23.49 40.77 40.76 57.12 50.33 50.33 58.60 54.41 62.37 56.40 16.87 56.58 47.27 55.82 43.47 55.54 56.20 44.30 42.58 40.71 40.12 48.59 58.45 58.32 12.15 52.31 57.95
19.09 24.03 47.55 46.35 41.29 40.37 49.29 38.99 39.69 33.30 50.01 38.19 38.99 40.15 28.61 57.83 56.63 53.40 46.60 57.78 56.90 52.78 48.77 48.97 57.18 57.04 45.26 0.00 0.01 40.13 0.00 42.21 49.53 50.16 0.06 49.20 57.73 48.91 42.08 53.46 12.99 11.16 23.32 45.13 47.74 24.27 8.32 43.66 15.35 41.49 36.17 0.00 44.94 3.70 30.75 33.20 26.42 31.35 19.79 0.00 0.00 0.06 52.44 41.41 56.50 52.31 44.92 51.72 39.47 24.82 1.12 43.16 43.34 31.50 53.45 44.78 56.66 0.77 34.27 15.14
22.18 30.50 24.99 22.32 17.00 9.29 19.56 12.07 11.34 17.63 34.82 27.11 25.28 13.96 14.28 27.40 13.99 19.77 20.59 3.44 4.63 3.17 7.09 4.52 8.34 12.16 4.93 1.32 2.81 14.55 6.07 26.98 19.70 21.75 5.68 32.40 29.34 8.10 20.19 37.12 18.61 14.69 7.16 6.20 11.47 2.54 8.81 19.30 26.50 10.77 24.57 4.32 38.86 4.04 24.05 13.96 31.43 31.87 19.98 3.14 8.05 2.42 32.55 11.13 25.41 34.17 28.63 25.84 31.80 16.49 11.46 15.00 23.54 20.75 30.96 21.84 30.13 5.94 24.42 9.85
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U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569
49.82 19.91 19.21 18.97 18.32 17.47 40.27 40.30 40.45 43.89 27.74 24.25 16.53 52.95 51.27 22.87 27.96 5.44 4.67 5.79 4.83 3.89 3.08 18.87 35.72 22.62 18.78 23.70 54.24 59.68 60.38 60.38 26.57 21.10 37.78 44.63 14.82 0.00 0.00 49.27 59.66 52.16 15.50 47.25 6.99 6.61 2.11 23.84 28.18 34.13 20.32 12.19 20.08 12.68 12.77 12.55 12.85 59.08 20.65 57.69 56.30 19.45 56.38 38.40 58.94 34.96 59.66 18.34 2.47 2.47 58.95 43.01 48.99 44.79 38.35 52.04 43.58 54.84 21.57 22.40
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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49.82 21.06 20.89 20.51 20.55 19.93 47.53 40.30 40.45 43.89 30.92 28.08 17.96 52.97 51.27 23.83 36.14 6.50 6.50 9.88 5.47 4.77 3.13 19.41 35.72 22.70 22.14 23.70 54.24 59.68 60.38 60.47 26.71 21.20 39.50 44.63 18.20 0.00 0.00 49.27 59.69 52.17 20.42 47.27 6.99 6.98 2.19 24.32 28.42 34.79 20.79 12.90 20.20 12.81 12.85 12.57 12.85 59.09 20.75 57.69 56.30 19.45 56.38 38.40 59.08 41.97 59.66 18.34 2.47 2.47 58.95 44.88 48.99 54.84 44.79 59.09 43.58 54.84 26.95 26.34
49.82 20.89 20.51 20.55 19.93 19.20 40.27 53.84 53.80 53.84 43.85 28.94 23.48 55.26 56.15 34.73 40.45 31.74 8.11 8.16 8.35 4.61 11.98 21.02 53.94 26.72 19.43 53.62 54.71 59.69 60.47 60.38 27.21 26.72 50.80 51.99 17.40 0.00 1.33 54.09 59.68 54.09 18.15 51.03 51.63 9.50 25.97 24.04 38.45 34.32 21.36 12.51 20.20 14.65 12.79 12.81 12.87 59.09 52.15 58.99 56.77 78.00 58.54 48.00 58.95 37.18 59.66 78.00 56.04 38.31 59.09 50.15 56.38 44.79 43.58 52.06 54.84 54.84 26.33 27.77
25.24 9.20 12.56 13.54 20.77 19.48 32.66 19.40 1.64 13.50 15.36 28.86 0.36 0.00 0.03 0.15 0.13 0.10 8.70 26.58 3.78 1.98 0.00 0.15 0.95 0.00 0.93 0.27 24.33 3.37 43.33 30.63 0.75 0.00 31.68 1.56 53.41 53.42 54.15 0.00 37.30 0.03 54.16 0.00 0.00 16.78 0.00 25.28 4.80 46.36 0.00 19.84 14.44 0.08 12.76 13.34 13.36 35.08 0.00 32.88 1.33 13.16 2.30 0.00 30.76 0.00 41.99 0.15 0.00 0.00 17.45 0.00 0.00 40.85 26.91 54.73 36.60 35.96 23.76 19.62
23.70 12.48 14.07 9.45 12.95 7.51 30.23 10.04 15.53 7.67 7.11 12.26 5.26 14.08 10.77 8.29 14.30 0.69 1.11 1.45 2.50 2.01 0.20 2.15 1.64 0.20 4.04 0.70 27.03 13.95 43.90 32.21 1.12 0.20 16.09 6.04 7.54 0.00 0.00 10.21 35.54 9.53 9.11 12.67 0.71 2.69 0.07 12.08 0.69 25.73 0.06 5.29 10.97 1.57 6.86 4.95 4.98 34.15 2.30 26.60 3.36 11.02 3.54 6.84 25.40 8.96 17.54 0.15 0.00 0.00 23.51 11.60 2.93 29.50 18.23 18.14 17.75 34.21 12.16 11.32
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U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW
26.79 48.43 3.28 2.87 13.69 34.44 46.61 40.84 41.75 35.89 22.12 53.38 34.76 34.72 31.36 47.80 53.40 53.40 45.44 20.07 20.70 20.23 28.91 55.33 60.59 54.36 54.39 46.52 40.61 35.66 42.16 21.53 6.87 6.87 6.93 55.80 6.92 6.93 20.10 20.31 20.70 21.14 21.15 20.47 20.46 21.10 18.04 47.09 2.35 2.71 3.05 2.85 1.62 1.88 42.05 4.14 5.57 62.62 59.10 58.97 53.89 52.11 59.89 59.85 45.91 56.46 42.04 22.75 59.19 60.31 43.90 53.33 41.30 55.18 24.50 57.34 57.27 19.97 53.09 57.35
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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27.77 52.35 3.28 3.28 13.69 38.11 46.61 40.84 42.34 47.70 22.49 53.40 34.76 34.76 40.38 49.04 53.40 53.40 46.79 21.69 21.83 22.08 37.02 55.33 60.59 78.00 54.39 53.79 46.53 43.65 42.16 22.25 6.88 6.87 6.94 55.82 6.96 6.97 20.56 20.70 20.84 21.20 21.15 20.89 21.09 21.83 18.04 55.81 3.30 4.14 3.98 2.89 2.03 2.19 47.11 6.88 9.81 62.63 59.35 59.16 53.90 54.04 59.94 59.93 47.60 56.47 47.67 22.75 59.22 60.31 48.39 54.53 46.11 55.19 28.09 57.72 57.39 20.01 53.09 57.35
52.35 50.46 58.09 10.27 78.00 46.61 53.38 53.39 47.70 36.71 54.53 53.38 53.48 53.40 34.92 54.89 53.40 53.40 46.33 21.84 22.08 37.02 36.99 55.34 60.60 54.36 56.53 46.53 43.65 42.17 53.79 22.57 6.88 6.88 6.95 55.81 6.94 6.96 20.70 20.84 21.20 21.15 78.00 21.20 20.89 21.10 78.00 47.11 6.88 2.92 3.21 2.88 2.03 4.39 47.66 5.35 6.12 62.96 59.24 59.22 54.06 52.12 59.96 59.93 51.75 56.47 46.11 53.86 59.23 60.31 48.79 55.19 46.48 56.50 34.18 57.39 57.73 20.08 53.09 57.35
0.70 16.12 0.00 0.00 0.00 41.28 36.02 39.67 12.08 32.87 0.00 43.12 51.68 50.50 19.90 43.11 49.02 36.45 29.58 29.95 33.51 0.00 42.40 44.90 45.50 16.09 27.17 43.07 20.39 31.92 37.31 19.17 5.66 17.56 25.34 27.59 25.85 20.29 20.65 18.27 23.57 17.49 1.59 37.31 21.09 22.22 1.20 38.72 55.31 55.13 55.18 37.84 49.63 54.12 37.50 55.86 55.15 1.09 33.14 54.31 19.63 37.49 59.58 59.15 21.94 39.25 31.08 0.00 41.22 17.66 11.51 25.14 33.39 12.14 18.64 28.39 35.58 11.29 51.46 37.22
9.45 24.25 0.02 0.18 0.04 20.29 25.14 13.12 13.48 22.55 2.56 24.91 12.91 11.23 11.44 29.31 26.16 31.81 25.86 16.67 15.79 2.05 22.84 26.73 46.74 20.46 7.73 22.02 17.04 17.29 18.84 7.65 4.95 5.35 5.45 22.38 5.65 1.68 17.68 15.51 18.11 14.56 1.27 18.03 17.81 19.25 1.05 36.73 1.16 2.02 2.45 2.24 0.35 1.07 27.06 1.95 2.24 4.50 29.62 37.12 17.95 21.46 20.11 18.20 15.34 16.12 26.30 0.95 33.02 21.11 17.01 29.80 26.97 20.80 11.24 31.95 29.47 13.31 10.67 25.46
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U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879
57.66 2.40 2.54 42.95 4.07 4.03 5.57 4.89 4.29 42.28 3.75 2.20 2.02 1.25 1.18 1.19 43.85 1.27 1.38 2.27 1.08 0.11 0.00 45.28 0.00 0.00 0.00 16.08 6.48 6.77 7.16 6.56 16.82 50.70 17.28 10.36 10.80 48.77 11.88 7.31 7.32 19.64 47.28 17.66 10.59 10.87 11.92 49.50 14.00 7.19 23.05 53.17 45.93 57.67 50.31 50.63 44.87 60.53 14.08 14.32 54.85 53.37 53.37 45.65 46.44 45.59 45.00 52.80 53.83 53.83 59.24 64.73 63.98 0.00 61.91 50.83 12.05 11.51 4.05 5.07
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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58.99 2.51 3.08 46.48 5.38 4.52 7.76 5.70 5.05 45.57 5.05 2.30 2.09 2.09 1.29 1.35 48.05 1.65 1.73 2.76 1.25 0.18 0.11 48.16 0.00 0.00 0.00 16.13 6.85 7.05 7.25 6.65 19.57 50.70 17.31 11.04 11.56 50.71 12.02 7.50 7.55 20.31 52.58 17.70 11.55 11.80 12.41 49.55 14.10 7.41 23.24 53.17 47.90 57.67 57.67 50.63 49.34 60.53 15.32 14.39 55.49 53.37 53.37 47.69 47.84 47.31 47.09 52.80 53.83 53.83 59.31 64.73 63.98 0.00 61.91 51.52 12.05 11.51 6.12 6.11
57.66 2.41 2.73 48.06 4.44 4.58 7.58 6.35 5.68 48.06 4.99 3.87 2.23 1.28 1.30 1.50 48.16 1.64 2.70 2.67 1.08 0.11 0.00 50.68 0.00 0.00 16.82 17.25 7.05 7.25 7.64 6.74 16.82 54.48 19.64 11.56 12.02 52.57 13.83 7.52 7.52 19.66 49.56 20.46 11.80 12.41 14.10 55.58 15.07 7.23 31.21 54.06 50.81 58.16 50.63 58.16 48.34 60.53 14.15 15.21 55.11 53.37 53.37 46.83 47.32 47.09 46.68 52.80 53.87 54.06 59.33 78.00 78.00 78.00 78.00 52.05 77.99 53.65 6.12 17.12
30.43 40.50 48.40 28.81 52.26 46.50 53.98 54.22 54.85 12.52 50.13 53.16 53.45 51.84 52.12 48.73 31.55 38.45 36.39 30.17 16.87 6.37 16.43 31.50 14.87 2.35 57.72 17.53 12.52 19.36 21.89 3.12 54.53 0.00 20.02 15.83 21.49 29.75 21.83 6.66 30.44 45.89 36.11 18.15 14.94 22.71 26.67 36.72 11.74 6.77 0.74 0.34 1.77 37.76 38.66 39.49 22.99 49.16 2.01 0.08 42.05 30.39 34.04 13.13 17.35 20.42 21.06 21.71 2.72 0.00 58.61 0.60 1.17 0.00 0.00 2.46 3.29 6.17 45.64 50.68
30.56 2.25 2.27 27.94 3.62 3.14 1.41 1.29 0.58 13.74 3.26 0.75 0.75 1.10 0.95 0.93 28.46 0.95 0.97 1.62 1.08 0.11 0.00 29.42 0.00 0.00 0.00 11.54 4.70 3.84 3.92 3.43 15.72 12.21 13.25 8.40 8.11 26.39 9.20 2.32 2.72 17.36 28.23 12.40 8.19 7.87 8.62 22.19 6.25 3.66 6.26 7.90 21.98 26.56 29.54 25.80 21.05 30.93 1.25 0.04 36.36 35.94 29.04 21.43 25.83 30.04 30.26 30.26 15.44 6.46 17.24 0.60 1.17 0.00 3.48 16.71 2.73 0.00 2.77 3.17
Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 61 of 62
U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
34.16 9.28 53.65 35.06 55.45 17.09 37.64 55.49 55.65 39.84
39.27 9.90 53.68 41.01 55.62 18.03 43.98 55.68 55.70 45.21
41.74 18.04 53.65 41.74 55.52 17.65 42.27 55.61 55.70 44.08
24.96 0.00 54.76 30.27 36.64 16.68 29.77 38.05 18.10 27.75
14.79 3.35 49.90 17.52 19.41 11.38 16.95 26.72 27.92 20.44
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 10.49 515 8.00 8.00 8.00 1.763 71.30 0.0 100.0 PS-HC1-LEAD 10.49 515 8.00 8.00 8.00 1.763 71.30 0.0 100.0
Analysis begun on: Wed Nov 18 08:31:49 2015 Analysis ended on: Wed Nov 18 08:38:05 2015 Total elapsed time: 00:06:16
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 5 Year 72 Hour Event Page - 62 of 62
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.200 minimum elevation drop minimum elevation drop negative offset -1.200 negative offset -1.200 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 0.001 used for Conduit CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 0.001 used for Conduit CDT-215 ignored for Link CDT-217 0.001 used for Conduit CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 0.001 used for Conduit CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 0.001 used for Conduit CDT-279 0.001 used for Conduit CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439 0.001 used for Conduit CDT-493 0.001 used for Conduit CDT-495
Tier 1 Improvements H&H Model Results Report Page - 1 of 62 10 Year 72 Hour Event
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239 U-240
Tier 1 Improvements H&H Model Results Report Page - 2 of 62 10 Year 72 Hour Event
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398 U-399
Tier 1 Improvements H&H Model Results Report Page - 3 of 62 10 Year 72 Hour Event
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-419 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-614 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-633 ignored for Link U-633
U-402 U-404 U-406 U-407
U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-48 U-481 U-483 U-496 U-497 U-498 U-50 U-501 U-513 U-518-NEW U-522 U-523 U-525 U-526 U-527 U-53 U-531 U-534-NEW U-54 U-545 U-55 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-572 U-580 U-583 U-584 U-587 U-589 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-616 U-618 U-62 U-621 U-623 U-624 U-625 U-628 U-629 U-632
Tier 1 Improvements H&H Model Results Report Page - 4 of 62 10 Year 72 Hour Event
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum minimum
elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation elevation
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001
used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used used
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Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit Conduit
U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801 U-804
Tier 1 Improvements H&H Model Results Report Page - 5 of 62 10 Year 72 Hour Event
Warning 04: minimum elevation drop 0.001 used for Conduit U-807 Warning 04: minimum elevation drop 0.001 used for Conduit U-81 Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 10.000 increased for Node J-180A Warning 02: maximum depth 10.000 increased for Node J-195A Warning 02: maximum depth 10.000 increased for Node J-223A Warning 02: maximum depth 8.950 increased for Node J-268 Warning 02: maximum depth 8.950 increased for Node J-284
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
Tier 1 Improvements H&H Model Results Report Page - 6 of 62 10 Year 72 Hour Event
Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth
9.500 increased for Node J-355A 8.950 increased for Node J-444-WEIR 7.950 increased for Node J-692-WEIR 10.000 increased for Node J-745A 10.000 increased for Node J-748A 10.000 increased for Node J-750A 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------326.903 0.000 48.600 223.928 54.530 -0.048
Depth inches ------9.510 0.000 1.414 6.514 1.586
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 223.673 0.000 0.000 0.000 201.570 0.000 0.000 0.000 0.033 19.842 1.025
Volume 10^6 gal --------0.000 72.887 0.000 0.000 0.000 65.685 0.000 0.000 0.000 0.011 6.466
***************************** Highest Continuity Errors ***************************** Node JCT-26-WEIR Node J-566-WEIR Node J-354B Node J-444-WEIR Node J-884 Node J-792 Node J-82 Node J-261-WEIR Node J-54A
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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-255.03% -96.37% -53.57% -50.23% -43.97% -27.59% 26.69% -25.67% 23.36%
-1.5005 -2.1755 -2.2181 -1.2382 -1.0390 -0.2232 0.2476 -0.4853 0.1053
Tier 1 Improvements H&H Model Results Report Page - 7 of 62 10 Year 72 Hour Event
Node Node Node Node Node Node Node Node Node Node Node
J-588 J-618 JCT-24 J-327 J-256 JCT-26 J-242 J-953 J-268-WEIR J-185A J-393
20.73% 19.76% 18.63% 17.05% -16.65% 16.58% 16.55% -16.31% -16.07% -15.80% 15.74%
0.2037 0.1276 0.3973 0.0803 -0.2342 0.3628 0.1133 -0.4247 -0.1105 -0.0865 0.1897 -7.9081 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-346 (10.31%) Link U-300 (4.93%) Link U-837 (4.34%) Link U-155 (4.15%) Link U-193 (3.78%) Link U-262-NEW (3.18%) Link U-295 (2.78%) Link U-25 (2.57%) Link U-199 (2.51%) Link U-231 (2.26%) Link U-407 (2.14%) Link U-308A (2.10%) Link U-682 (1.75%) Link U-298 (1.73%) Link U-587 (1.67%) Link U-251 (1.66%) Link U-841 (1.62%) Link U-293 (1.57%) Link U-732 (1.46%) Link U-112 (1.33%)
************************************ Highest Flow Instability Indexes ************************************ Link WEIR-53 (82) Link WA-4-NEW (66) Link U-221 (62) Link WEIR-J-754-STANTECT (54) Link U-725 (52) Link U-11 (48) Link U-25 (47) Link U-204 (45) Link U-386 (43) Link U-531 (43) Link U-112 (42) Link U-392 (41) Link U-407 (41) Link U-572 (39) Link U-242 (39) Link U-15 (39) Link U-841 (39) Link U-22 (36) Link U-717 (36) Link U-685 (34) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.64 sec 4.00 sec 0.00 4.65 84.89 439481 2042508
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 8 of 62 10 Year 72 Hour Event
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 9.51 0.00 0.00 1.36 7.04 0.36 4.07 0.740 SUB-11868 9.51 0.00 0.00 0.87 6.57 0.44 3.91 0.690 SUB-11924 9.51 0.00 0.00 1.55 6.85 0.53 5.98 0.720 SUB-11926 9.51 0.00 0.00 1.55 6.05 1.13 9.99 0.636 SUB-11930 9.51 0.00 0.00 1.55 6.88 0.38 4.31 0.724 SUB-11932 9.51 0.00 0.00 1.99 7.10 0.29 3.58 0.746 SUB-11936 9.51 0.00 0.00 1.13 6.25 0.25 2.45 0.657 SUB-11944 9.51 0.00 0.00 1.55 6.94 0.68 7.89 0.730 SUB-11948 9.51 0.00 0.00 1.55 6.75 0.61 6.67 0.709 SUB-11950 9.51 0.00 0.00 1.24 6.70 0.27 2.86 0.704 SUB-11954 9.51 0.00 0.00 1.55 7.24 0.30 3.74 0.761 SUB-11958 9.51 0.00 0.00 1.55 6.53 0.66 6.82 0.686 SUB-11968 9.51 0.00 0.00 2.01 7.13 0.44 5.60 0.749 SUB-11970 9.51 0.00 0.00 1.37 6.73 0.35 3.83 0.708 SUB-11972 9.51 0.00 0.00 1.55 6.92 0.54 6.25 0.727 SUB-11978 9.51 0.00 0.00 1.55 7.03 0.52 6.14 0.739 SUB-11984 9.51 0.00 0.00 1.55 6.73 0.42 4.62 0.708 SUB-11986 9.51 0.00 0.00 1.49 6.57 0.42 4.45 0.691 SUB-11988 9.51 0.00 0.00 1.52 6.68 0.80 8.69 0.703 SUB-11990 9.51 0.00 0.00 1.55 7.12 0.37 4.52 0.748 SUB-11994 9.51 0.00 0.00 1.55 7.25 0.35 4.44 0.763 SUB-11998 9.51 0.00 0.00 1.55 6.51 0.75 7.68 0.684 SUB-12004 9.51 0.00 0.00 1.55 7.19 0.32 4.01 0.756 SUB-12010 9.51 0.00 0.00 1.55 7.19 0.29 3.54 0.756 SUB-12014 9.51 0.00 0.00 0.87 6.64 0.18 1.61 0.698 SUB-12016 9.51 0.00 0.00 1.55 6.99 0.52 6.12 0.735 SUB-12024 9.51 0.00 0.00 1.53 6.77 0.39 4.27 0.712 SUB-12036 9.51 0.00 0.00 1.52 6.88 0.42 4.84 0.723 SUB-12044 9.51 0.00 0.00 0.87 6.64 0.41 3.66 0.698 SUB-12046 9.51 0.00 0.00 1.55 6.87 0.41 4.61 0.722 SUB-12048 9.51 0.00 0.00 1.42 7.33 0.25 3.04 0.771 SUB-12052 9.51 0.00 0.00 1.55 7.14 0.60 7.42 0.751 SUB-12060 9.51 0.00 0.00 1.55 6.75 0.38 4.18 0.710 SUB-12062 9.51 0.00 0.00 1.55 6.58 0.25 2.63 0.692 SUB-12068 9.51 0.00 0.00 1.54 7.07 0.26 3.08 0.743 SUB-12072 9.51 0.00 0.00 1.55 6.37 1.11 10.90 0.669 SUB-12084 9.51 0.00 0.00 1.55 6.79 0.74 8.22 0.714 SUB-12086 9.51 0.00 0.00 1.55 6.88 0.81 9.24 0.724 SUB-12088 9.51 0.00 0.00 1.55 6.79 0.65 7.19 0.714 SUB-12100 9.51 0.00 0.00 1.55 6.37 0.60 5.92 0.670 SUB-12110 9.51 0.00 0.00 1.55 6.77 0.27 3.01 0.712 SUB-12112 9.51 0.00 0.00 1.55 6.51 0.46 4.77 0.684 SUB-12116 9.51 0.00 0.00 1.55 6.56 0.42 4.41 0.689 SUB-12122 9.51 0.00 0.00 1.55 7.45 0.04 0.53 0.784 SUB-12128 9.51 0.00 0.00 1.55 6.69 0.32 3.51 0.703 SUB-12132 9.51 0.00 0.00 1.55 6.43 0.53 5.37 0.677 SUB-12136 9.51 0.00 0.00 1.55 6.54 0.44 4.55 0.687 SUB-12138 9.51 0.00 0.00 1.55 6.64 0.36 3.80 0.698 SUB-12142 9.51 0.00 0.00 1.55 6.18 0.86 7.94 0.650 SUB-12144 9.51 0.00 0.00 1.55 6.10 0.98 8.90 0.642 SUB-12150 9.51 0.00 0.00 1.55 6.95 0.41 4.79 0.731 SUB-12152 9.51 0.00 0.00 1.55 6.66 0.64 6.82 0.700 SUB-12154 9.51 0.00 0.00 1.55 6.51 1.04 10.74 0.685 SUB-12158 9.51 0.00 0.00 1.55 6.96 0.35 4.09 0.732 SUB-12160 9.51 0.00 0.00 1.55 7.05 0.71 8.57 0.742 SUB-12162 9.51 0.00 0.00 1.55 7.01 0.53 6.27 0.737 SUB-12164 9.51 0.00 0.00 1.55 6.92 0.42 4.81 0.728 SUB-12166 9.51 0.00 0.00 1.55 6.69 0.27 2.93 0.703 SUB-12168 9.51 0.00 0.00 1.55 6.83 0.39 4.39 0.719 SUB-12170 9.51 0.00 0.00 1.55 7.60 0.12 1.69 0.799 SUB-12172 9.51 0.00 0.00 1.55 7.31 0.22 2.87 0.769 SUB-12174 9.51 0.00 0.00 1.55 6.98 0.50 5.84 0.734 SUB-12176 9.51 0.00 0.00 1.55 7.01 0.33 3.86 0.737 SUB-12180 9.51 0.00 0.00 1.55 6.91 0.46 5.24 0.726 SUB-12182 9.51 0.00 0.00 1.55 6.88 0.21 2.43 0.724 SUB-12184 9.51 0.00 0.00 1.55 7.15 0.11 1.32 0.752 SUB-12186 9.51 0.00 0.00 1.55 6.72 0.31 3.33 0.706 SUB-12188 9.51 0.00 0.00 1.55 6.47 0.50 5.05 0.681 SUB-12190 9.51 0.00 0.00 1.55 6.62 0.37 3.94 0.696 SUB-12192 9.51 0.00 0.00 1.55 6.48 0.49 4.95 0.682 SUB-12194 9.51 0.00 0.00 1.55 7.03 0.27 3.21 0.739
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 9 of 62 10 Year 72 Hour Event
SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374
9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.55 1.55 1.55 1.55 1.55 1.54 1.49 1.55 1.45 1.51 1.26 1.28 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.34 1.73 2.12 1.55 1.55 1.55 1.55 1.55 1.55 1.45 1.55 1.55 1.11 1.55 1.23 1.14 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.48 1.55 1.55 1.51 1.51 1.55 1.55 1.50 1.55 1.55 1.29 1.43 0.29 0.80 0.87
6.63 6.86 6.72 6.47 6.80 6.44 6.81 6.63 6.65 6.43 6.57 6.77 6.73 6.88 7.10 7.04 7.09 7.09 6.87 7.19 7.46 6.57 6.74 6.88 6.86 6.64 6.33 6.94 7.05 6.87 7.10 7.13 6.65 6.77 6.98 6.59 6.47 6.49 6.34 6.46 6.53 7.03 6.77 6.77 6.56 6.90 6.53 6.28 6.62 6.69 6.64 5.95 7.46 6.19 6.37 6.80 6.87 6.45 6.82 7.38 6.81 7.02 7.29 6.77 7.08 6.50 6.69 6.67 6.49 6.50 6.48 6.41 6.61 6.79 7.33 7.15 7.17 4.43 5.04 5.80
0.30 0.34 0.30 0.50 0.26 0.50 0.22 0.36 0.28 0.49 0.20 0.15 0.30 0.22 0.33 0.35 0.13 0.13 0.22 0.30 0.23 0.41 0.29 0.21 0.22 0.35 1.03 0.38 0.42 0.40 0.28 0.36 0.35 0.54 0.55 0.36 0.63 0.50 0.66 0.39 0.38 0.77 0.37 0.44 0.50 0.31 0.61 0.65 0.28 0.60 0.94 0.77 0.11 0.59 0.49 0.64 0.39 0.52 0.54 0.14 0.25 0.15 0.16 0.27 0.13 0.39 0.32 0.33 0.43 0.41 0.49 0.56 0.33 0.26 0.06 0.08 0.09 0.17 0.19 0.49
3.19 3.83 3.31 5.07 2.87 5.10 2.47 3.86 2.98 4.94 2.14 1.66 3.25 2.46 4.01 4.14 1.53 1.54 2.48 3.75 3.03 4.26 3.21 2.45 2.51 3.78 10.03 4.41 5.00 4.56 3.39 4.36 3.72 6.03 6.44 3.83 6.36 5.08 6.41 4.09 3.69 8.68 4.09 4.88 5.22 3.58 6.32 6.18 3.04 6.47 10.07 7.49 1.53 5.86 4.97 7.11 4.47 5.24 6.10 1.82 2.79 1.80 2.00 3.00 1.57 4.07 3.47 3.58 4.39 4.30 4.98 5.61 3.54 2.89 0.81 0.87 1.04 0.88 1.62 4.39
0.697 0.722 0.707 0.680 0.715 0.677 0.716 0.697 0.699 0.676 0.691 0.712 0.708 0.723 0.746 0.740 0.746 0.746 0.723 0.756 0.785 0.691 0.708 0.723 0.722 0.699 0.665 0.730 0.741 0.723 0.746 0.750 0.700 0.712 0.734 0.693 0.681 0.682 0.667 0.680 0.686 0.740 0.712 0.712 0.690 0.726 0.687 0.660 0.696 0.704 0.698 0.626 0.784 0.651 0.670 0.715 0.723 0.678 0.717 0.776 0.716 0.738 0.766 0.712 0.745 0.683 0.704 0.702 0.682 0.684 0.682 0.674 0.695 0.714 0.771 0.752 0.754 0.466 0.530 0.609
Tier 1 Improvements H&H Model Results Report Page - 10 of 62 10 Year 72 Hour Event
SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51 9.51
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.87 0.87 0.28 0.31 0.32 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.35 0.36 0.81 1.55 0.85 1.55 1.55 0.30 0.39 1.55 1.55 1.55 1.44 1.45 1.27 0.00
7.43 6.65 5.64 4.89 4.47 5.94 5.12 6.04 6.33 5.27 5.58 4.70 5.76 5.34 5.08 5.83 5.73 4.68 5.25 5.07 6.98 5.50 6.64 7.54 5.28 4.98 7.14 6.87 6.79 6.63 6.82 6.55 7.46
0.32 0.69 0.21 0.18 0.25 0.21 0.49 0.19 0.14 0.42 0.31 0.78 0.25 0.39 0.51 0.23 0.26 0.23 0.15 0.44 0.17 0.31 0.73 0.09 0.17 0.19 0.37 0.22 0.26 0.27 0.19 0.22 0.33
2.83 6.19 0.96 0.95 1.35 1.88 4.39 1.69 1.22 3.78 2.74 6.80 2.27 3.50 4.56 2.11 2.35 1.31 0.84 3.82 1.97 2.78 7.83 1.24 0.85 1.15 4.55 2.46 2.92 2.92 2.18 2.29 3.25
0.781 0.699 0.593 0.514 0.470 0.624 0.538 0.635 0.665 0.554 0.587 0.494 0.606 0.562 0.534 0.613 0.602 0.492 0.552 0.533 0.734 0.578 0.698 0.793 0.555 0.523 0.750 0.723 0.714 0.698 0.717 0.689 0.784
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 3.18 7.95 3.39 2 16:06 3.39 2 16:07 J-104 JUNCTION 3.21 7.89 3.33 2 15:52 3.33 2 15:52 J-106 JUNCTION 3.19 7.88 3.32 2 15:44 3.32 2 15:44 J-109 JUNCTION 3.18 7.73 3.17 2 15:33 3.17 2 15:33 J-11 JUNCTION 3.34 7.72 3.16 2 21:04 3.16 2 21:05 J-110 JUNCTION 2.71 7.29 3.17 2 15:33 3.17 2 15:33 J-113 JUNCTION 3.16 7.64 3.08 2 15:15 3.08 2 15:16 J-114 JUNCTION 3.12 7.64 3.08 2 15:15 3.08 2 15:15 J-118 JUNCTION 3.11 7.63 3.07 2 15:14 3.07 2 15:15 J-12 JUNCTION 3.31 7.72 3.16 2 21:04 3.16 2 21:05 J-121 JUNCTION 3.17 7.88 3.32 2 15:42 3.32 2 15:42 J-126 JUNCTION 4.04 7.04 3.48 2 14:18 3.47 2 14:21 J-126A JUNCTION 4.04 7.59 4.03 2 14:03 3.84 3 04:09 J-127 JUNCTION 3.82 6.88 3.32 2 15:39 3.32 2 15:40 J-128 JUNCTION 2.19 6.86 3.30 2 15:40 3.30 2 15:41 J-129 JUNCTION 2.14 6.63 3.07 2 15:14 3.07 2 15:14 J-130 JUNCTION 2.14 6.56 3.00 2 13:08 3.00 2 13:08 J-131 JUNCTION 2.10 7.05 3.49 3 01:15 3.49 2 22:36 J-132 JUNCTION 2.16 6.64 3.08 2 12:59 3.08 2 13:00 J-137 JUNCTION 2.18 6.66 3.10 2 13:15 3.10 2 13:15 J-139 JUNCTION 2.18 6.71 3.15 2 14:09 3.15 2 14:09 J-140 JUNCTION 2.24 6.87 3.31 2 15:05 3.31 2 15:06 J-147 JUNCTION 2.30 7.17 3.61 2 15:54 3.61 2 15:54 J-148 JUNCTION 2.31 7.25 3.69 2 15:52 3.69 2 15:53 J-149 JUNCTION 2.30 7.25 3.69 2 15:52 3.69 2 15:53 J-15 JUNCTION 2.87 7.31 3.25 2 15:42 3.25 2 15:43 J-152 JUNCTION 2.33 7.30 3.74 2 15:46 3.74 2 15:47 J-153 JUNCTION 2.34 7.33 3.77 2 15:34 3.77 2 15:35 J-155 JUNCTION 2.33 7.35 3.79 2 15:22 3.79 2 15:22 J-156 JUNCTION 2.35 7.41 3.85 2 14:50 3.85 2 14:51 J-158 JUNCTION 2.33 7.48 3.92 2 14:18 3.92 2 14:18 J-158A JUNCTION 2.33 7.48 3.92 2 14:18 3.92 2 14:19 J-15A JUNCTION 2.38 6.82 3.26 2 15:04 3.25 2 15:47 J-160 JUNCTION 2.33 7.49 3.93 2 14:24 3.93 2 14:24 J-161 JUNCTION 2.01 6.56 3.00 2 21:20 3.00 2 21:21 J-162 JUNCTION 1.94 7.31 3.75 3 00:12 3.75 2 11:42
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 11 of 62 10 Year 72 Hour Event
J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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1.93 1.88 1.84 1.75 1.73 1.75 1.76 1.75 2.36 2.34 2.33 2.81 2.38 2.23 2.23 2.63 2.14 3.05 2.55 2.50 2.49 3.09 3.09 3.16 3.14 2.38 3.09 3.10 3.10 3.06 3.07 3.11 3.00 3.00 6.98 6.81 4.80 4.66 3.15 3.13 3.11 3.12 3.05 2.96 4.06 2.43 3.08 3.14 3.17 3.10 3.09 2.39 3.23 3.25 3.24 3.18 2.39 3.74 2.96 1.05 1.02 3.10 3.58 4.05 1.24 4.10 2.41 0.00 4.08 2.70 2.41 2.92 3.16 3.28 3.33 3.35 0.00 4.58 3.43 3.36
6.22 6.51 6.60 6.37 6.02 6.16 6.31 6.41 7.49 7.49 7.49 7.99 6.81 7.02 7.62 7.58 7.32 8.01 7.51 7.08 7.37 7.51 7.57 7.50 7.36 6.92 7.31 7.32 7.18 7.14 7.14 7.12 7.10 7.37 11.19 10.63 8.64 8.54 7.55 6.99 6.98 6.95 6.92 6.92 7.89 6.82 6.89 6.89 6.89 6.85 6.85 6.82 6.24 6.20 6.16 5.89 6.86 6.57 5.92 6.12 6.57 6.52 7.06 7.71 7.66 7.70 6.84 0.00 7.66 5.40 6.89 5.60 5.75 6.09 6.50 6.67 0.00 7.66 7.16 6.68
2.66 2.95 3.04 2.81 2.46 2.60 2.75 2.85 3.93 3.93 3.93 3.93 3.25 3.46 4.06 3.52 3.76 3.95 3.95 3.52 3.81 3.95 4.01 3.94 3.80 3.36 3.75 3.76 3.62 3.58 3.58 3.56 3.54 3.81 3.50 3.49 3.48 3.48 3.99 3.43 3.42 3.39 3.36 3.36 3.33 3.26 3.33 3.33 3.33 3.29 3.29 3.26 2.68 2.64 2.60 2.33 3.30 3.01 2.36 2.56 3.01 2.96 3.00 3.15 3.10 3.14 3.28 -3.50 3.10 1.84 3.33 2.04 2.19 2.53 2.94 3.11 -3.56 3.10 3.10 3.12
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 0 2 2 2
12:22 22:53 11:35 11:32 22:27 11:49 11:33 22:03 14:24 14:23 14:21 14:28 15:41 16:03 14:17 16:15 14:59 14:30 14:29 18:59 04:28 14:45 14:58 14:28 15:51 04:20 16:07 16:03 16:13 16:12 16:09 16:08 16:06 15:01 16:35 16:41 16:15 16:14 14:04 16:30 16:18 16:32 16:27 16:27 16:19 16:04 16:19 16:15 16:15 16:15 16:14 16:03 13:27 13:24 13:21 19:58 13:58 20:38 19:55 19:55 10:25 16:19 16:16 15:39 15:31 15:33 16:24 00:00 21:01 10:58 16:35 09:39 21:17 21:22 21:03 20:57 00:00 21:02 15:31 20:57
2.66 2.95 3.04 2.81 2.46 2.60 2.75 2.85 3.93 3.93 3.93 3.93 3.25 3.46 3.76 3.52 3.71 3.95 3.95 3.52 3.72 3.95 3.97 3.94 3.80 3.33 3.75 3.76 3.62 3.58 3.58 3.56 3.54 3.75 3.50 3.49 3.48 3.48 3.87 3.43 3.42 3.39 3.36 3.36 3.33 3.26 3.33 3.33 3.33 3.29 3.29 3.26 2.68 2.64 2.60 2.33 3.28 3.01 2.34 2.34 3.00 2.96 3.00 3.12 3.10 3.14 3.28 -3.50 3.10 1.84 3.30 2.04 2.19 2.53 2.94 3.11 -3.56 3.10 3.10 3.12
2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 1 2 2 2 2 2 2 0 2 2 2
12:23 11:47 23:30 11:22 22:39 21:01 22:24 22:04 14:24 14:23 14:22 14:29 15:45 16:19 04:14 16:15 15:46 14:30 14:29 19:00 03:52 14:41 14:52 14:29 15:51 13:43 16:07 16:03 16:14 16:13 16:09 16:08 16:07 16:49 16:35 16:42 16:16 16:15 14:04 16:31 16:18 16:32 16:28 16:27 16:19 16:04 16:19 16:15 16:15 16:15 16:15 16:03 13:28 13:24 13:21 19:58 14:59 20:38 19:56 19:56 11:46 16:20 16:16 14:59 15:32 15:33 16:25 00:00 21:02 15:43 16:15 10:45 21:18 21:22 21:03 20:58 00:00 21:02 15:31 20:57
Tier 1 Improvements H&H Model Results Report Page - 12 of 62 10 Year 72 Hour Event
J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.35 2.73 2.73 2.75 2.74 2.75 2.71 2.48 3.21 3.42 2.28 2.27 2.43 1.78 1.78 1.78 1.78 1.82 2.43 1.80 1.80 1.82 1.81 1.80 2.44 2.40 2.40 2.41 2.55 2.50 2.50 2.44 2.43 2.21 2.79 2.33 2.28 2.27 4.23 4.23 4.22 4.26 4.26 2.67 2.51 2.06 2.00 1.93 2.43 2.40 2.43 1.89 2.96 2.33 1.83 3.22 3.50 2.50 3.55 2.99 3.04 3.06 2.50 2.51 2.46 2.46 2.47 2.46 2.93 2.51 2.51 2.51 3.02 2.44 2.46 4.02 2.44 2.44 3.42 3.44
6.84 6.85 6.85 6.77 6.76 6.75 6.68 6.85 7.18 7.18 7.18 7.18 6.85 6.68 6.68 6.79 6.79 6.82 6.91 6.84 6.87 6.84 6.86 6.89 6.82 6.82 6.82 6.77 7.17 7.16 7.05 6.90 7.00 7.23 7.72 7.11 7.06 7.19 7.23 7.56 7.91 7.18 7.26 7.70 6.78 7.26 7.27 7.27 7.29 7.30 7.30 7.27 7.78 7.77 7.51 8.76 8.28 7.57 8.28 7.78 7.79 7.86 7.42 6.89 7.86 7.87 7.45 7.41 7.87 6.89 7.36 6.96 7.86 7.35 7.37 8.99 7.39 7.39 8.37 8.26
3.28 3.29 3.29 3.21 3.20 3.19 3.12 3.29 3.12 3.12 3.12 3.12 3.29 3.12 3.12 3.23 3.23 3.26 3.35 3.28 3.31 3.28 3.30 3.33 3.26 3.26 3.26 3.21 3.61 3.60 3.49 3.34 3.44 3.67 3.66 3.55 3.50 3.63 3.67 4.00 4.35 3.62 3.70 3.64 3.22 3.70 3.71 3.71 3.73 3.74 3.74 3.71 3.72 3.71 3.95 3.70 3.72 4.01 3.72 3.72 3.73 3.80 3.86 3.33 4.30 4.31 3.89 3.85 3.81 3.33 3.80 3.40 3.80 3.79 3.81 3.83 3.83 3.83 3.81 3.70
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2
22:41 12:46 12:46 13:50 13:55 14:02 15:34 16:37 15:33 15:16 15:34 15:37 16:46 15:27 15:42 13:55 13:55 16:22 18:31 16:14 16:35 16:20 16:40 16:23 14:04 14:07 14:07 17:34 16:34 14:26 18:14 19:49 19:48 17:37 17:49 19:37 19:34 20:10 16:13 18:58 18:57 19:41 19:02 18:30 18:03 17:38 17:34 17:32 13:55 13:51 13:51 17:32 13:48 17:30 02:52 17:06 13:47 05:15 13:44 13:45 13:43 13:20 01:57 18:42 12:53 12:53 13:28 13:36 13:47 18:41 01:43 20:17 13:49 13:53 14:06 14:11 14:11 14:10 14:04 13:43
3.14 3.29 3.29 3.21 3.20 3.19 3.12 3.29 3.12 3.12 3.12 3.12 3.29 3.12 3.12 3.23 3.23 3.26 3.33 3.28 3.30 3.28 3.30 3.31 3.26 3.26 3.26 3.21 3.61 3.60 3.49 3.34 3.36 3.67 3.66 3.55 3.50 3.57 3.67 3.90 4.25 3.62 3.68 3.63 3.22 3.70 3.71 3.71 3.73 3.74 3.74 3.71 3.72 3.71 3.72 3.70 3.72 4.00 3.72 3.72 3.73 3.80 3.85 3.33 4.30 4.31 3.89 3.85 3.81 3.33 3.52 3.37 3.80 3.79 3.81 3.83 3.83 3.83 3.81 3.70
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2
15:04 12:46 12:46 13:51 13:56 14:02 15:34 16:38 15:34 15:17 15:35 15:37 16:47 15:28 15:43 13:56 13:56 16:22 18:42 16:17 16:23 16:20 16:51 16:32 14:05 14:07 14:07 17:34 16:35 14:26 18:14 19:50 19:10 17:38 17:50 19:37 19:34 20:01 16:13 16:09 21:31 19:41 18:32 19:32 17:35 17:38 17:34 17:33 13:55 13:52 13:51 17:33 13:48 17:30 16:25 17:06 13:47 05:41 13:45 13:46 13:43 13:21 02:22 18:42 12:53 12:53 13:28 13:37 13:47 18:42 01:44 19:56 13:50 13:53 14:06 14:12 14:12 14:11 14:05 13:43
Tier 1 Improvements H&H Model Results Report Page - 13 of 62 10 Year 72 Hour Event
J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.49 2.46 2.48 2.48 4.01 2.54 2.62 2.63 2.49 2.60 2.60 4.92 2.96 4.89 2.96 3.00 3.06 3.09 3.07 3.09 3.15 3.12 4.30 2.95 3.98 4.31 3.98 3.07 4.03 3.06 3.28 3.74 3.31 3.36 3.34 3.51 2.88 3.11 2.86 3.42 2.41 2.90 2.42 2.55 2.43 2.65 2.54 2.51 2.50 2.47 2.70 2.90 2.92 2.88 2.38 2.37 2.37 2.37 3.77 2.95 2.37 2.37 2.37 3.15 2.37 2.36 3.66 4.71 4.91 4.84 4.49 4.84 3.66 4.58 2.91 2.78 2.49 2.49 2.91 3.08
6.92 7.26 7.28 7.30 8.40 7.39 6.99 7.03 6.92 7.23 7.37 9.22 7.42 9.05 7.24 7.10 7.13 7.12 7.11 7.11 7.04 7.04 8.10 7.45 8.30 8.95 8.29 7.07 8.37 7.07 7.30 7.73 7.44 7.73 7.74 8.89 8.66 6.44 6.74 8.77 6.36 6.21 6.52 6.53 6.59 6.78 6.60 6.36 6.64 6.51 6.20 6.64 6.52 7.00 6.43 6.70 6.94 6.63 8.24 7.18 6.63 6.62 6.62 6.99 6.58 6.55 8.10 7.35 8.59 8.63 8.69 11.01 8.10 8.65 6.38 6.75 6.93 6.90 6.69 7.13
3.36 3.70 3.72 3.74 3.34 3.83 3.43 3.47 3.36 3.67 3.81 3.68 3.86 3.67 3.68 3.57 3.57 3.56 3.55 3.55 3.48 3.48 3.04 3.89 3.24 3.89 3.23 3.51 3.31 3.51 3.74 3.74 3.88 4.17 4.18 5.33 5.10 2.59 3.18 5.21 2.80 2.65 2.96 2.97 3.03 3.05 3.03 2.80 3.08 2.95 2.64 3.08 2.96 3.44 2.87 3.14 3.38 3.07 3.18 3.47 3.07 3.06 3.06 3.03 3.02 2.99 3.34 3.79 5.03 5.07 5.13 7.45 3.34 5.09 2.82 3.19 3.37 3.34 3.13 3.28
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
19:53 13:44 18:04 16:39 23:36 23:47 16:40 16:24 19:53 14:50 13:56 15:03 14:07 15:04 14:39 16:52 16:53 17:27 17:38 17:43 19:36 19:24 20:47 00:46 21:09 12:25 21:09 20:50 21:10 20:47 20:23 20:24 23:47 21:02 21:03 20:57 19:47 23:32 10:05 21:01 09:58 11:54 11:39 09:11 11:45 09:12 09:42 09:12 08:45 11:45 09:12 11:52 22:31 23:36 20:13 13:44 01:53 13:49 20:55 05:48 13:50 13:53 13:59 23:00 13:57 13:54 18:52 21:20 19:42 20:01 20:41 12:58 18:36 19:53 20:17 22:59 18:34 18:35 23:04 23:01
3.36 3.70 3.72 3.73 3.34 3.47 3.43 3.47 3.36 3.67 3.76 3.68 3.84 3.67 3.68 3.57 3.57 3.56 3.55 3.55 3.48 3.48 3.04 3.11 3.23 3.82 3.23 3.51 3.31 3.51 3.74 3.74 3.75 4.17 4.18 5.21 5.10 2.58 3.18 5.18 2.72 2.64 2.96 2.96 3.03 3.04 3.01 2.77 3.08 2.95 2.62 3.08 2.96 3.44 2.87 3.14 3.24 3.07 3.18 3.46 3.07 3.06 3.06 3.01 3.02 2.99 3.34 3.79 5.03 5.06 5.11 5.39 3.34 5.09 2.82 3.19 3.36 3.34 3.12 3.28
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
19:53 13:45 18:04 16:31 21:13 00:38 16:41 16:25 19:53 14:50 14:49 15:04 14:27 15:01 14:39 16:53 16:54 17:27 17:38 17:44 19:36 19:24 20:48 00:30 21:09 13:14 21:10 20:51 21:10 20:47 20:23 20:24 20:56 21:02 21:01 21:00 19:47 23:44 10:06 20:59 09:11 11:54 11:39 04:57 11:45 11:40 11:46 11:46 11:48 11:46 11:48 11:52 22:32 23:11 20:13 13:44 13:23 13:49 20:55 05:33 13:50 13:54 13:59 23:00 13:57 13:55 18:53 21:20 19:43 19:41 20:41 20:41 18:36 19:53 20:17 22:59 20:16 18:36 22:58 23:01
Tier 1 Improvements H&H Model Results Report Page - 14 of 62 10 Year 72 Hour Event
J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.21 3.62 6.15 5.15 2.73 2.63 2.90 2.30 2.30 3.80 3.74 0.91 0.96 1.82 1.41 2.27 3.36 3.36 3.36 2.18 2.18 3.75 2.72 2.55 1.93 3.65 3.01 2.09 2.09 2.65 3.65 3.65 3.95 3.95 3.95 2.87 3.39 1.86 1.86 1.81 3.65 3.65 3.77 3.50 3.65 1.86 1.85 2.43 1.97 2.33 2.35 1.84 3.65 1.90 1.90 1.90 1.92 1.90 2.54 2.49 2.51 2.49 2.48 2.50 2.58 2.49 2.56 2.98 2.50 2.46 2.52 2.48 2.48 2.49 2.44 2.45 2.45 2.45 2.44 2.45
7.92 8.29 7.25 6.19 6.40 6.32 6.98 6.76 6.89 8.27 9.17 12.39 8.01 12.62 10.40 7.49 6.71 7.08 6.87 4.24 4.24 8.00 7.10 6.56 7.10 8.10 8.10 7.30 7.30 7.77 8.10 8.06 8.90 8.72 8.72 7.97 9.05 6.56 6.73 6.56 8.12 8.08 8.24 7.94 8.09 6.21 6.08 6.56 5.56 6.33 6.50 6.20 8.10 6.64 6.64 6.64 6.31 6.30 6.92 13.56 6.91 6.91 6.98 6.88 6.89 7.32 6.89 7.36 6.86 7.32 6.87 6.87 7.39 13.55 6.79 6.82 6.86 6.81 6.88 6.80
3.89 3.89 -0.70 -0.79 2.84 2.76 2.98 3.20 3.33 3.21 4.11 8.83 4.01 3.99 4.15 3.93 3.15 3.52 3.31 0.68 0.68 4.00 3.04 3.00 3.04 3.34 3.04 3.24 3.24 3.21 3.34 3.30 2.84 2.66 2.66 3.10 3.49 3.00 3.17 3.00 3.36 3.32 3.18 3.18 3.33 2.65 2.52 3.00 2.00 2.27 2.44 2.64 3.34 3.08 3.08 3.08 2.75 2.74 3.36 10.00 3.35 3.35 3.42 3.32 3.33 3.76 3.33 3.30 3.30 3.76 3.31 3.31 3.83 9.99 3.23 3.26 3.30 3.25 3.32 3.24
2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2
09:21 11:10 21:19 21:19 08:53 22:01 08:13 20:48 22:41 21:08 20:23 20:15 12:35 20:19 20:17 20:24 20:54 22:41 22:41 21:04 21:04 00:00 11:13 21:20 11:13 19:15 11:12 13:00 13:00 12:57 19:15 16:49 21:12 11:52 11:52 22:25 11:56 13:02 11:55 13:02 17:23 16:27 20:55 20:56 18:25 11:58 12:21 20:57 21:39 12:16 11:50 12:03 19:09 13:29 13:29 13:29 12:27 11:36 19:53 00:29 20:10 20:08 21:00 20:09 20:05 14:17 18:43 18:27 18:29 14:17 18:40 18:36 01:43 23:50 16:28 16:10 13:57 16:33 13:56 16:25
3.88 3.89 -0.81 -0.84 2.84 2.75 0.98 3.20 3.24 3.21 3.93 8.11 4.01 3.99 4.11 3.85 3.15 3.15 3.18 0.67 0.67 0.61 3.04 1.14 3.04 3.34 3.04 3.24 3.24 3.21 3.34 3.30 2.84 2.56 2.56 3.10 3.29 3.00 3.17 3.00 3.34 3.32 3.18 3.18 3.33 2.64 2.52 1.78 2.00 2.27 2.44 2.64 3.34 3.08 3.08 3.08 2.75 2.74 3.36 6.50 3.35 3.35 3.40 3.32 3.33 3.76 3.33 3.30 3.30 3.76 3.31 3.31 3.51 7.40 3.23 3.26 3.29 3.25 3.29 3.24
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2
07:08 07:15 20:54 21:19 10:54 11:29 09:28 20:49 22:47 20:52 20:23 19:56 23:02 20:19 20:17 20:24 20:54 20:54 14:59 21:22 21:22 21:00 11:12 21:06 11:35 19:15 22:34 13:00 13:00 12:57 19:16 16:43 21:12 12:18 12:18 21:17 11:54 13:02 11:55 13:02 17:26 16:26 20:55 20:56 18:25 11:25 12:21 21:22 22:32 12:17 11:50 12:03 19:09 13:29 13:29 13:29 12:27 11:50 19:54 01:21 20:07 20:09 21:01 20:10 20:05 14:17 18:44 18:28 18:29 14:18 18:40 18:36 01:44 23:55 16:28 15:56 14:01 16:33 13:48 16:26
Tier 1 Improvements H&H Model Results Report Page - 15 of 62 10 Year 72 Hour Event
J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.44 3.45 3.44 3.39 2.35 3.39 4.12 4.28 4.28 3.39 2.31 0.66 0.65 0.62 0.58 0.53 0.44 0.26 2.31 1.20 3.35 1.19 1.18 1.18 1.19 1.19 1.20 2.56 2.76 2.82 2.46 2.77 2.76 2.86 2.51 2.98 2.98 2.98 3.03 6.40 2.52 3.79 3.87 3.87 3.81 2.64 3.96 3.94 2.79 4.06 4.05 2.88 4.21 4.60 4.71 4.81 4.54 2.85 1.59 3.48 2.49 3.18 4.36 3.90 2.57 2.57 2.58 2.68 2.50 2.66 2.79 2.75 2.64 2.58 2.49 2.50 2.61 2.57 2.50 2.51
6.79 7.77 7.75 7.72 7.22 7.72 7.56 7.69 7.69 7.72 7.22 6.35 6.27 6.21 6.01 5.87 5.86 2.84 6.56 7.56 7.74 6.85 6.80 6.81 7.05 6.75 6.85 7.00 6.96 6.87 7.31 6.87 7.01 7.03 7.32 7.41 7.75 7.41 8.20 14.29 7.33 8.14 8.24 8.24 8.24 7.66 8.09 8.08 6.93 8.09 8.15 7.47 8.30 8.60 8.77 8.92 8.60 7.25 6.63 8.62 6.92 7.88 8.14 8.40 7.39 7.66 7.29 7.13 7.40 6.89 6.89 6.86 6.86 6.85 13.56 7.40 6.86 6.85 6.93 6.87
3.23 3.21 3.19 3.16 3.66 3.16 3.00 3.13 3.13 3.16 3.66 3.79 3.71 3.65 3.45 3.31 3.30 0.28 4.00 4.00 3.18 3.29 3.24 3.25 3.49 3.19 3.29 3.44 3.40 3.31 3.75 3.31 3.45 3.47 3.76 3.85 4.19 3.85 4.64 10.73 3.77 3.38 3.48 3.48 3.48 4.10 3.33 3.32 3.37 3.33 3.39 3.91 3.39 3.24 3.30 3.35 3.24 3.69 3.07 3.06 3.36 3.32 3.08 3.34 3.83 4.10 3.73 3.57 3.84 3.33 3.33 3.30 3.30 3.29 10.00 3.84 3.30 3.29 3.37 3.31
2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2
16:16 16:15 21:14 21:07 17:07 21:07 05:59 21:07 21:06 21:06 17:08 13:22 11:55 11:52 11:58 12:16 11:59 11:59 00:00 11:40 20:56 11:53 11:11 11:49 10:55 11:11 11:51 12:46 12:41 14:33 14:17 02:37 14:05 14:03 14:20 12:58 13:01 12:59 02:32 01:42 14:10 19:08 19:04 19:05 19:06 04:29 19:47 19:47 19:48 19:45 19:35 19:03 19:36 19:47 19:46 19:44 19:47 20:17 12:44 12:46 19:53 15:45 20:45 20:24 13:02 13:24 12:49 12:48 14:28 12:30 10:25 10:25 12:19 12:03 02:53 14:28 10:26 12:04 12:23 12:17
3.23 3.21 3.19 3.16 3.66 3.16 2.30 3.13 3.13 3.16 3.66 3.79 3.71 3.65 3.44 3.31 3.29 -0.05 0.61 4.00 3.18 3.29 2.59 0.83 3.49 3.19 3.29 3.44 3.40 3.31 3.75 3.31 3.45 3.47 3.76 3.85 4.19 3.85 4.64 10.73 3.77 3.38 3.48 3.48 3.48 3.78 3.33 3.32 3.33 3.33 3.39 3.57 3.39 3.24 3.30 3.35 3.24 3.50 3.07 3.06 3.36 3.32 3.08 3.33 3.83 3.99 3.73 3.57 3.84 3.33 3.32 3.29 3.30 3.29 7.14 3.84 3.30 3.29 3.37 3.31
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2
16:16 16:15 21:14 21:08 17:07 21:07 21:00 21:07 21:06 21:06 17:08 13:23 11:56 11:53 11:59 12:17 12:17 11:57 20:59 10:59 20:56 11:53 11:05 11:58 10:55 11:28 11:40 12:46 12:42 14:34 14:18 02:37 14:05 14:04 14:20 12:59 13:01 12:59 02:32 01:42 14:11 19:09 19:05 19:06 19:07 04:29 19:47 19:47 19:54 19:46 19:36 20:22 19:37 19:48 19:46 19:45 19:48 20:03 12:44 12:46 19:53 15:45 20:46 20:24 13:03 13:13 12:49 12:48 14:29 12:31 00:11 12:26 12:19 23:28 01:00 14:29 12:02 12:04 12:23 12:18
Tier 1 Improvements H&H Model Results Report Page - 16 of 62 10 Year 72 Hour Event
J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.52 2.54 2.63 2.61 2.57 1.13 2.91 2.59 1.13 1.13 1.10 1.10 1.10 1.11 1.11 1.12 3.12 1.13 1.16 1.15 3.05 1.15 1.14 0.94 3.05 3.08 0.93 0.93 0.93 0.91 0.91 5.66 0.36 0.38 0.40 0.40 2.64 0.41 3.07 2.63 3.67 3.22 3.26 5.20 3.19 2.50 2.50 2.50 2.50 2.49 2.49 2.50 2.50 3.77 3.72 2.89 3.24 3.25 2.73 2.74 2.77 2.47 2.47 2.24 2.26 2.57 1.45 2.62 3.32 2.23 4.40 3.83 0.97 2.67 0.44 3.33 1.20 0.38 3.67 4.32
6.87 6.86 6.88 6.88 6.86 7.04 7.04 7.39 6.40 6.41 6.32 6.31 6.32 6.36 6.39 6.40 7.99 6.43 6.46 6.45 7.99 6.45 6.44 6.00 14.06 7.99 5.83 5.76 6.04 6.60 6.29 6.63 1.32 1.61 2.09 2.20 7.52 2.67 7.06 7.48 6.07 8.23 5.62 7.77 6.02 6.91 6.92 6.92 6.92 6.92 6.92 6.91 6.99 9.60 7.78 7.59 4.91 5.92 9.50 6.54 7.13 6.93 7.29 8.18 7.63 7.03 6.46 7.47 7.72 6.97 6.15 8.27 7.85 4.78 4.31 7.70 3.83 3.72 4.75 7.72
3.31 3.30 3.32 3.32 3.30 3.44 3.44 3.83 2.80 2.81 2.72 2.71 2.72 2.76 2.79 2.80 3.93 2.83 2.86 2.85 3.93 2.85 2.84 2.40 10.00 3.93 2.23 2.16 2.44 3.00 2.69 -2.37 -2.28 -1.99 -1.51 -1.40 3.46 -0.93 3.50 3.42 2.01 4.67 2.06 2.21 2.46 3.35 3.36 3.36 3.36 3.36 3.36 3.35 3.43 5.13 3.41 4.03 1.35 2.36 6.00 3.04 3.13 3.37 3.73 4.62 4.07 3.47 5.10 3.41 3.16 3.41 2.59 2.33 2.36 0.72 0.75 3.14 0.27 0.16 1.19 4.16
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:01 12:01 11:59 11:59 12:02 11:52 08:40 14:33 15:04 15:05 14:34 14:31 14:32 14:30 14:28 14:29 14:31 14:28 15:26 15:17 14:32 15:15 15:09 12:45 21:15 14:23 13:08 13:17 11:52 11:56 11:55 12:15 12:15 12:15 12:14 12:14 15:52 12:14 02:34 15:53 12:26 05:18 12:27 14:01 13:59 19:51 19:49 19:41 19:41 19:42 19:38 19:58 21:04 15:01 19:41 17:14 12:14 12:14 07:46 11:52 10:07 19:39 20:18 12:21 21:20 23:35 19:48 16:08 21:03 16:05 14:30 12:23 14:19 20:56 20:51 21:07 12:15 11:55 12:15 12:14
3.31 3.30 3.31 3.32 3.30 3.44 3.44 3.83 2.80 2.81 2.72 2.71 2.72 2.76 2.79 2.80 3.93 2.83 2.86 2.85 3.93 2.85 2.84 2.40 5.98 3.93 2.23 2.16 2.44 3.00 2.69 -2.37 -2.29 -1.99 -1.52 -1.40 3.46 -0.93 3.50 3.42 2.01 4.67 2.06 2.19 2.45 3.35 3.36 3.36 3.36 3.36 3.36 3.35 3.39 4.57 3.40 3.78 1.34 2.36 6.00 3.04 1.02 3.37 3.67 4.62 4.06 3.46 5.10 3.41 3.16 3.41 2.46 2.33 2.33 0.71 0.68 3.14 0.27 0.15 1.19 4.16
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:01 12:01 11:59 12:00 12:03 20:54 06:08 14:33 15:04 15:05 14:34 14:32 14:32 14:31 14:29 14:29 14:31 14:28 15:26 15:17 14:32 15:15 15:10 12:46 05:14 14:24 13:08 13:18 11:50 11:56 11:56 12:15 12:15 12:15 12:15 12:15 15:53 12:15 11:31 15:53 12:27 05:17 12:28 14:01 14:00 19:52 19:50 19:42 19:42 19:42 19:38 19:58 19:52 15:49 19:41 21:32 12:15 12:15 09:09 20:54 08:51 19:40 20:53 12:22 22:08 23:35 19:49 16:08 21:04 16:06 14:50 12:24 12:24 20:57 21:00 21:07 12:15 11:56 12:15 12:15
Tier 1 Improvements H&H Model Results Report Page - 17 of 62 10 Year 72 Hour Event
JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
3.48 3.75 3.75 3.75 0.00 0.00 3.75 3.75 0.00 5.24 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 2.31 3.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.25 1.60 1.61 0.00 6.29
7.33 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.55 2.66 0.00 8.16
3.33 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.05 1.16 -1.00 -7.84
2 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:20 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:00 12:15 12:15 00:00 12:06
3.33 0.61 0.61 0.61 -1.00 -1.00 0.61 0.61 -4.00 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.60 0.61 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.05 1.16 -1.00 -7.91
2 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:21 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 12:01 12:15 12:15 00:00 12:47
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 7.48 2 11:12 0 2.78 -1.703 J-104 JUNCTION 3.72 7.27 2 11:31 0.347 2.55 12.973 J-106 JUNCTION 0.00 11.58 2 11:28 0 1.02 9.835 J-109 JUNCTION 0.00 12.88 2 11:32 0 3.5 8.241 J-11 JUNCTION 0.00 14.83 2 11:59 0 3.04 8.172 J-110 JUNCTION 4.41 10.25 2 11:32 0.379 1.87 0.352 J-113 JUNCTION 0.00 12.07 2 12:03 0 3.16 6.177 J-114 JUNCTION 0.00 15.65 3 03:49 0 3.27 0.223 J-118 JUNCTION 0.00 15.13 2 22:55 0 3.48 1.128 J-12 JUNCTION 0.00 17.25 3 01:02 0 2.14 1.062 J-121 JUNCTION 4.36 7.63 2 11:22 0.356 0.657 11.679 J-126 JUNCTION 10.03 80.85 3 03:55 1.03 2.07 0.146 J-126A JUNCTION 0.00 70.22 3 04:09 0 0.938 0.000 J-127 JUNCTION 0.00 6.18 2 11:33 0 1.17 0.022 J-128 JUNCTION 0.00 9.77 2 11:30 0 1.27 -0.117 J-129 JUNCTION 7.89 9.37 2 12:14 0.678 1.83 -3.339 J-130 JUNCTION 0.00 9.62 2 22:58 0 2.53 1.537 J-131 JUNCTION 0.00 7.23 3 05:23 0 2.22 1.224
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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% % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 18 of 62 10 Year 72 Hour Event
J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-158A J-15A J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.98 0.00 0.00 0.00 7.11 0.00 0.00 1.24 6.10 0.00 0.00 0.00 9.99 0.00 0.00 0.00 2.79 0.00 1.80 0.00 1.57 3.00 0.00 0.00 2.00 1.82 0.00 0.00 0.00 0.00 3.86 3.39 0.00 6.03 0.00 6.25 0.00 4.52 0.00 0.00 0.00 7.68 0.00 0.00 2.92 0.00 0.00 2.46 4.26 0.00 3.21 0.00 5.00 0.00 0.00 4.56 0.00 0.00 3.03 0.00 3.74 0.00 3.54 0.00 2.45 2.51 4.55 0.00 6.12 4.95 4.44 0.00 6.14 0.00 0.00 0.00 0.00 0.00 0.00 4.01
5.98 3.67 4.89 4.94 7.87 6.38 5.71 23.44 6.10 5.39 4.85 3.53 21.57 18.15 9.97 9.88 6.58 8.18 12.08 6.94 7.46 7.78 11.62 6.08 5.48 3.15 5.81 2.49 10.09 12.29 36.43 17.01 24.09 21.17 18.90 22.00 16.81 49.96 51.19 17.25 15.29 8.80 6.70 25.57 7.34 7.84 6.21 8.36 5.62 5.14 10.05 9.79 7.78 9.16 27.41 43.27 37.87 5.34 5.69 5.01 5.76 12.64 17.01 5.49 6.57 5.73 5.85 19.94 17.41 21.92 4.44 6.02 6.14 5.55 17.42 7.35 52.00 60.35 8.44 9.32
2 2 3 3 2 3 2 3 2 2 2 2 2 2 2 2 3 2 3 3 3 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 3 3 2 2 2 2 3 2 1 2 2 2 2 2 2 1 2 2 2 1 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:15 11:26 03:11 03:11 12:15 05:38 04:35 04:54 12:15 09:01 05:08 07:51 11:46 10:35 11:51 11:32 00:33 10:22 04:24 00:51 00:45 12:20 12:00 08:40 11:42 11:33 11:16 11:10 10:28 09:22 04:49 03:55 14:06 11:50 11:50 12:26 12:26 04:28 04:28 11:08 11:08 12:15 08:40 04:49 11:17 20:30 10:14 11:22 09:39 10:30 06:53 11:03 15:05 10:57 03:38 03:37 17:09 10:28 05:41 04:22 11:20 04:33 05:12 11:51 08:47 08:20 09:45 06:59 11:33 11:52 12:15 09:42 12:15 09:58 11:52 20:37 22:32 22:06 22:09 10:02
0.528 0 0 0 0.635 0 0 0.0907 0.543 0 0 0 1.12 0 0 0 0.248 0 0.152 0 0.13 0.271 0 0 0.157 0.139 0 0 0 0 0.325 0.28 0 0.544 0 0.541 0 0.37 0 0 0 0.747 0 0 0.263 0 0 0.215 0.407 0 0.292 0 0.418 0 0 0.4 0 0 0.226 0 0.301 0 0.285 0 0.215 0.221 0.371 0 0.519 0.486 0.351 0 0.515 0 0 0 0 0 0 0.323
1.42 0.931 1.67 1.67 1.73 1.42 0.205 1.87 1.26 0.808 0.807 0.817 2.3 0.997 0.362 1.12 2.4 2.41 2.55 2.48 2.58 2.8 3.01 0.587 0.571 0.291 0.39 0.153 1.15 2.38 1.87 1.32 1.25 1.27 0.548 1.05 0.557 2.08 1.85 1.91 1.6 1.56 1.46 0.443 1.62 1.46 1.63 2.38 1.21 1.03 1.81 1.39 1.1 1.68 2.51 4.54 2.14 1.28 1.4 1.31 1.58 3.41 3.2 0.817 0.685 0.572 1.25 1.63 4.24 1.89 0.689 1.15 1.41 1.41 0.432 1.26 2.57 1.89 2.2 2.14
0.532 6.925 2.903 2.580 -1.101 2.823 7.115 1.344 -1.205 4.635 6.830 8.095 0.212 0.334 2.774 2.168 -0.933 0.331 1.720 1.458 1.093 -0.098 1.478 6.483 6.619 11.010 16.868 26.812 0.029 -6.990 1.045 0.236 -2.732 1.018 -13.641 1.379 -12.821 0.320 -0.013 0.429 -1.840 6.350 6.817 -1.954 -2.733 1.804 6.304 -0.337 15.670 12.816 0.485 6.484 -16.964 -2.128 -4.124 -0.274 -0.848 7.110 4.993 10.109 5.313 3.001 15.134 8.533 19.837 2.125 3.554 4.373 2.307 0.333 -5.153 8.751 -14.272 6.056 -3.600 -0.901 -1.040 -20.428 -0.169 -3.420
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 19 of 62 10 Year 72 Hour Event
J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.78 0.00 0.00 0.00 3.94 0.00 0.00 0.00 0.00 0.00 0.00 4.27 0.00 0.00 0.00 0.00 0.00 2.48 0.00 7.83 0.00 0.00 0.00 1.53 0.00 0.00 1.54 0.00 0.00 4.14 4.18 4.01 0.00 3.83 0.00 3.25 0.00 3.21 0.00 0.00 4.84 0.00 0.00 3.19 0.00 0.00 0.00 0.00 0.00 8.69 0.00 8.68 0.00 0.00 4.62 0.00 4.44 0.00 0.00 5.60 0.00 0.00 0.00 0.00 3.69 0.00 0.00 6.41 0.00 0.00 0.00 4.09 0.00 0.00 6.32 0.00 3.58 0.00 0.00 5.08
9.50 27.43 14.80 10.16 26.49 0.00 34.90 6.70 22.51 6.46 7.56 7.12 8.42 28.78 0.00 36.45 26.08 31.38 30.43 29.91 27.51 7.51 7.43 6.59 23.67 3.99 22.91 16.62 12.25 14.92 18.83 9.51 10.03 24.93 22.11 5.61 14.13 19.30 17.00 4.07 16.31 13.31 4.42 23.38 22.75 6.06 3.16 5.54 3.77 17.71 17.86 12.55 7.36 3.63 16.93 18.46 25.84 81.54 79.21 18.61 17.26 6.78 4.32 5.37 6.32 8.29 8.26 12.17 8.26 7.30 25.25 31.47 27.58 12.29 23.18 15.24 17.84 13.21 8.46 5.08
2 2 2 2 2 0 2 3 2 3 3 3 3 2 0 2 2 3 2 3 3 2 2 2 1 3 2 2 3 3 2 2 2 3 3 2 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 3 3 2 2 2 2 3 3 2
10:27 08:14 10:23 10:03 11:51 00:00 08:38 01:33 11:51 00:02 01:11 00:14 02:30 02:43 00:00 06:59 10:22 02:55 05:08 02:26 02:36 10:02 08:47 09:43 20:38 05:48 05:46 05:46 05:11 05:56 11:52 11:52 11:52 02:51 02:51 11:53 11:52 03:10 03:10 04:04 03:24 03:18 05:56 05:36 05:36 12:01 11:11 11:16 11:26 11:31 11:31 12:15 10:11 11:47 19:02 20:10 21:31 14:59 15:33 11:54 11:53 22:29 05:58 11:46 11:53 11:45 10:49 05:23 11:16 11:53 11:43 04:18 04:18 11:54 11:46 11:29 11:27 05:36 05:13 12:15
0.354 0 0 0 0.371 0 0 0 0 0 0 0.385 0 0 0 0 0 0.217 0 0.732 0 0 0 0.126 0 0 0.127 0 0 0.347 0.379 0.33 0 0.336 0 0.296 0 0.269 0 0 0.424 0 0 0.299 0 0 0 0 0 0.801 0 0.766 0 0 0.422 0 0.42 0 0 0.44 0 0 0 0 0.384 0 0 0.657 0 0 0 0.391 0 0 0.611 0 0.311 0 0 0.498
2.12 4.92 0.688 3.52 1.42 0 4.43 3.57 0.521 3.75 3.8 3.8 3.61 7.48 0 7.76 4.99 6.86 1.89 2.72 1.63 1.65 1.59 1.67 1.93 0.865 4.61 4.42 2.63 2.61 1.98 2.4 3.38 1.07 0.565 1.84 0.968 1.03 0.591 0.794 1.22 0.736 0.471 0.602 0.421 2.13 0.902 1.09 1.06 1.9 1.56 2.99 1.26 1.02 1.69 1.45 1.78 4.22 4.14 1.01 0.513 0.86 1.46 2.07 2.21 2 1.75 2 1.58 2.03 1.7 2.99 0.601 2.72 3.96 2.71 3.12 1.56 1.21 1.24
0.806 -0.619 -13.843 3.925 0.654 0.000 0.741 2.131 5.414 4.087 2.335 -1.886 2.608 0.029 0.000 -2.423 -5.327 0.764 -1.413 0.663 0.000 5.788 1.787 3.236 2.521 9.111 -4.455 -0.758 -0.688 0.384 0.537 0.382 1.081 0.603 0.322 1.949 -4.645 0.479 -3.544 3.475 0.254 -1.332 20.549 1.612 0.707 4.308 11.908 7.083 11.537 0.386 0.000 -0.055 10.696 9.278 0.354 -5.076 1.033 0.495 -34.882 -2.213 -14.487 0.159 8.100 1.088 -0.807 0.256 10.856 0.301 3.320 0.432 2.817 0.172 0.706 -1.545 0.298 1.150 12.052 4.946 18.678 9.758
% % % % % gal % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 20 of 62 10 Year 72 Hour Event
J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 3.86 6.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.09 0.00 0.00 4.88 0.00 0.00 0.00 0.00 3.08 6.18 3.04 0.00 10.07 0.00 0.00 0.00 0.00 6.47 0.00 5.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.24 4.47 0.00 4.97 0.00 0.00 0.00 1.53 0.00 0.00 0.00 0.00 7.49 0.00 0.00 0.00 0.00 0.00 1.31 0.96 0.00 0.00 0.85 1.15 3.58 2.44 0.00 0.00 0.00 2.86 3.83 0.00 0.00 0.95 0.00 1.88 4.56 0.00 0.00 9.24 0.00 0.00 0.00
5.47 47.49 16.57 15.81 5.09 6.72 6.77 12.89 15.35 14.64 7.54 8.13 8.43 37.39 17.19 17.08 7.78 20.31 24.39 13.20 25.55 19.21 34.51 25.98 5.46 4.73 19.09 21.07 16.24 51.63 23.79 9.15 25.05 7.99 11.82 7.88 9.64 9.91 5.05 7.53 20.68 8.27 63.23 52.47 23.85 17.16 19.89 15.92 19.77 27.03 25.69 30.16 25.82 116.01 18.57 16.13 49.66 62.76 71.67 61.10 47.26 30.76 26.86 14.24 16.35 29.41 21.91 20.25 15.48 11.86 27.83 22.32 6.81 22.81 21.67 11.30 28.45 11.80 8.26 9.30
3 2 3 3 2 3 3 2 3 2 3 3 3 2 2 2 3 2 2 3 3 3 3 3 2 2 2 3 3 3 3 3 3 1 0 0 1 2 2 2 3 3 2 2 3 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 3 3 3 2
05:14 11:52 03:54 04:21 11:36 05:14 05:14 11:52 01:43 11:52 05:04 04:02 04:27 11:52 11:52 11:53 02:50 11:36 10:32 05:12 04:54 04:54 01:52 05:17 11:58 10:34 10:32 03:00 03:44 03:22 04:08 05:22 04:08 23:14 19:08 18:45 12:39 11:58 12:18 06:09 00:14 00:46 13:09 21:29 01:08 11:14 02:13 09:01 11:13 11:21 11:20 11:26 11:28 12:01 11:12 05:27 09:25 09:30 09:58 09:41 09:11 09:41 11:21 04:57 09:12 11:33 10:27 08:45 09:12 05:14 05:11 09:47 11:52 02:44 02:45 01:37 05:18 05:32 02:05 11:53
0 0.362 0.626 0 0 0 0 0 0 0 0.368 0 0 0.44 0 0 0 0 0.257 0.646 0.283 0 0.943 0 0 0 0 0.596 0 0.5 0 0 0 0 0 0 0 0.519 0.391 0 0.493 0 0 0 0.114 0 0 0 0 0.773 0 0 0 0 0 0.227 0.207 0 0 0.173 0.193 0.29 0.246 0 0 0 0.269 0.35 0 0 0.181 0 0.209 0.513 0 0 0.807 0 0 0
0.993 2.32 1.12 0.484 0.778 0.819 0.887 0.506 0.944 0.767 1.32 2.39 1.06 1.76 0.758 0.551 1.03 4.49 1.37 2.41 1.14 1.01 7.69 2.87 1.51 1.52 0.455 2.09 1.13 4.47 1.92 1.46 1.76 1.3 1.36 1.37 1.48 1.76 0.779 2.25 6.96 1.64 5.38 2.46 5.9 2.73 6.23 2.7 2.71 6 2.8 5.07 5.24 7.8 1.14 3.37 7 7.04 10.2 9.46 7.94 7.12 6.96 0.646 1.09 7.52 6.99 6.76 6.59 6.6 8.74 6.52 1.8 1.01 0.397 0.796 4.09 2.61 0.814 0.93
16.337 0.546 0.991 0.712 11.076 11.428 5.311 0.711 0.376 -10.763 11.200 2.625 4.623 0.436 0.233 -0.015 3.716 -1.845 -0.048 0.972 0.683 0.180 -0.921 0.155 7.390 7.299 0.685 -0.052 -9.300 -0.185 6.937 12.734 0.179 13.675 8.751 11.644 5.611 -2.623 -20.221 9.316 0.228 -5.244 0.047 -33.435 0.175 1.126 2.422 1.147 0.475 0.320 0.000 0.349 0.301 -0.855 3.184 10.631 -1.066 -3.835 -5.566 -1.903 -10.739 -7.390 -4.921 -1.249 12.704 0.780 -0.472 -1.820 1.161 2.356 4.116 5.309 6.315 -0.556 0.529 1.090 -1.565 13.238 3.177 4.251
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 21 of 62 10 Year 72 Hour Event
J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.80 0.00 1.61 1.69 0.00 3.91 0.00 1.62 0.00 0.00 4.94 4.07 1.35 0.00 0.00 0.00 0.84 0.00 0.00 3.82 3.01 0.00 1.97 0.00 0.00 4.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.98 0.00 8.22 0.00 0.00 0.00 4.61 6.27 0.00 0.00 0.00 0.00 8.57 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.03 0.00 0.00 3.04 8.90 0.00 0.00 0.00 0.00 2.87 0.00 0.00 5.07
12.38 33.78 10.88 9.66 3.53 6.80 8.59 49.50 85.51 121.52 16.19 7.46 9.34 33.49 7.74 7.74 23.82 29.54 42.75 33.78 13.46 16.88 31.98 28.82 26.96 36.97 31.82 18.61 227.76 179.47 11.41 26.71 18.55 28.74 52.52 20.71 19.82 2.68 2.68 54.79 4.79 7.36 6.04 23.37 4.08 21.81 17.56 5.12 21.01 22.33 32.59 12.86 12.86 2.28 19.11 18.85 14.71 6.82 10.81 13.10 24.20 15.49 5.98 5.48 6.54 8.23 7.26 11.43 7.05 9.42 22.30 17.73 7.20 7.20 4.38 4.25 3.44 52.12 10.73 29.15
3 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 2 1 2 2 2 2 2 1 2 3 3 3 2 2 2 2 2 2 3 2 3 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3
00:28 22:46 03:13 11:48 11:38 12:14 08:46 12:03 12:01 12:03 12:15 12:15 02:37 23:00 11:46 11:46 23:08 16:14 10:42 11:29 20:55 22:02 08:53 17:32 22:48 04:59 04:59 04:44 13:30 20:18 12:35 13:01 20:16 12:34 00:19 23:17 00:51 11:15 11:15 00:00 11:13 11:22 11:13 11:44 22:33 21:28 23:43 21:56 11:44 11:24 22:24 10:49 10:49 11:16 21:29 11:54 11:54 11:52 11:25 11:24 05:18 10:02 10:40 11:23 11:23 13:59 13:54 13:59 13:58 11:47 12:01 11:51 11:19 11:19 11:21 11:31 11:37 01:36 11:50 05:09
0.78 0 0.18 0.187 0 0.437 0 0.186 0 0 0.488 0.355 0.245 0 0 0 0.151 0 0 0.438 0.272 0 0.167 0 0 0.41 0 0 0 0 0 0 0 0 1.11 0 0 0 0 0 0 0 0 0.275 0 0.737 0 0 0 0.405 0.529 0 0 0 0 0.714 0 0 0 0 0 0 0 0 0 0 0 0.363 0 0 0.248 0.984 0 0 0 0 0.256 0 0 0.499
1.65 3.32 1.64 1.74 0.0447 2.12 1.72 2.1 1.17 1.27 0.942 0.501 2.44 3.07 0.451 0.145 3.08 4.13 18.1 17.3 13.3 13.3 16.1 15.9 16.1 1.72 1.07 3.61 5.42 2.26 1.46 1.51 1.61 1.65 4.22 0.757 0.791 0.276 0.179 0.944 0.741 1.14 1.19 0.792 1.28 1.82 0.993 0.982 0.141 1.11 1.65 0.147 0.139 0.313 0.648 1.38 0.323 0.311 0.58 0.311 1.75 1.69 0.675 0.906 0.998 1.42 0.91 1.71 1.6 1.74 2.26 2.21 0.59 0.677 1.01 0.95 0.646 2.34 0.602 1.82
2.599 7.470 3.280 1.969 -1.605 -0.047 0.277 0.280 -0.167 0.000 2.910 0.129 15.524 -3.835 30.482 10.392 -13.873 14.904 0.795 -2.342 -0.236 -0.113 0.241 -0.051 0.059 2.774 0.000 14.974 0.694 -49.076 1.702 1.984 0.419 0.171 0.501 0.271 2.591 0.208 0.000 0.373 14.143 -1.164 9.888 1.644 0.000 -0.146 0.095 26.158 2.694 2.292 0.642 1.888 1.992 33.373 -0.798 0.411 0.162 0.261 10.535 5.658 0.006 6.761 0.842 7.797 5.958 -2.508 0.112 5.109 12.701 5.282 1.034 0.111 0.152 0.133 10.674 11.749 24.627 11.048 15.391 0.313
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 22 of 62 10 Year 72 Hour Event
J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 5.24 6.82 2.43 4.39 1.32 0.00 3.33 2.63 0.00 0.00 0.00 5.05 0.00 5.84 0.00 2.87 1.68 10.74 4.09 0.00 3.73 0.00 4.77 5.92 0.00 6.82 0.00 3.31 2.46 0.00 2.93 0.00 0.00 0.00 0.00 0.00 0.00 4.55 0.00 0.00 0.00 0.00 5.37 3.78 4.39 2.74 0.00 0.00 0.00 3.50 0.00 2.35 0.00 0.00 0.00 0.00 4.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.18 0.00 0.00 0.00 0.00 2.92 0.00 0.00 0.00 4.81 0.00 0.00
17.34 9.06 5.80 6.82 3.70 12.43 11.53 8.11 4.97 43.04 24.40 49.32 16.36 29.04 28.08 35.71 28.20 11.32 13.48 13.70 13.54 17.42 8.76 17.82 7.15 75.41 9.89 11.35 6.52 4.81 3.16 3.06 4.19 5.84 6.63 3.27 8.25 4.04 12.62 4.55 8.27 8.66 5.37 5.37 5.37 4.14 8.20 6.28 9.26 7.72 16.18 12.93 6.19 40.44 22.18 22.18 45.19 29.37 6.40 3.76 7.32 9.65 17.25 21.08 47.54 52.30 11.11 6.90 23.65 14.42 12.83 69.73 5.31 14.58 92.33 18.12 8.71 27.77 14.21 14.84
3 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 3 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 0 1 1 3 1 3 2 2 2 3 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2
05:09 10:28 12:15 12:15 11:08 11:15 10:18 11:16 10:29 01:59 05:11 23:01 11:42 04:42 04:42 05:04 05:04 11:19 10:39 12:15 05:56 11:49 11:47 10:07 15:00 05:59 05:59 11:45 10:43 12:15 11:50 11:50 11:51 11:51 11:58 11:59 00:00 11:29 10:02 12:15 12:15 11:58 12:15 12:15 12:15 13:48 13:34 11:56 04:42 10:38 10:37 10:37 09:36 23:32 18:00 18:00 02:26 10:26 05:33 11:37 09:42 09:13 05:50 03:52 11:36 11:50 12:00 11:36 05:50 05:52 10:03 11:46 10:24 11:57 11:59 21:58 11:24 21:29 10:46 11:36
0 0 0.455 0.66 0.212 0.389 0.107 0 0.306 0.251 0 0 0 0.496 0 0.497 0 0.223 0.122 1.04 0.35 0 0.296 0 0.464 0.601 0 0.635 0 0.303 0.216 0 0.271 0 0 0 0 0 0 0.439 0 0 0 0 0.534 0.423 0.494 0.304 0 0 0 0.391 0 0.261 0 0 0 0 0.377 0 0 0 0 0 0 0 0 0 0.194 0 0 0 0 0.271 0 0 0 0.416 0 0
0.803 1.91 1.2 1.33 0.691 1.71 1.02 0.805 1.03 3.95 1.56 2.75 3.3 0.886 0.38 0.974 0.506 1.4 2.21 3.35 3.59 4.3 2.81 1.81 3.4 3.23 0.65 2.27 1.93 0.323 0.538 0.518 0.788 0.787 0.787 0.135 0.136 0.3 1.66 0.71 1.21 1.21 0.536 0.538 0.535 0.578 1.45 1.87 2.71 2.44 1.76 2.58 1.13 8.49 2.41 2.21 4.85 3.2 1.26 1.45 1.78 2.19 3.77 2.23 5 1.98 2.42 2.31 4.66 1.47 1.75 2.75 1.36 1.6 2.27 1.12 0.903 2.04 0.726 3.02
-3.910 4.263 -1.247 0.210 18.644 4.616 5.291 6.969 13.841 1.010 0.603 4.639 1.355 1.056 0.000 2.281 0.000 4.670 0.731 4.489 1.252 7.500 0.000 12.816 0.043 -3.606 0.369 10.625 4.345 0.187 0.111 0.182 0.077 -0.032 0.009 0.212 0.261 2.751 16.505 0.639 0.399 0.277 0.588 0.393 -0.215 -20.603 -2.350 -3.538 2.844 0.527 -11.311 -6.754 10.152 -3.753 2.241 -0.607 -5.543 -5.277 4.017 10.939 17.419 13.311 0.114 -0.162 1.576 -3.212 -0.443 16.406 0.220 -0.326 4.822 10.793 -0.081 0.202 -7.948 -12.787 8.612 0.760 4.523 13.851
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 23 of 62 10 Year 72 Hour Event
J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.86 0.00 2.27 0.00 0.00 0.00 3.25 0.00 0.00 0.00 2.11 0.00 0.00 0.00 0.00 0.00 3.66 0.00 0.00 0.00 0.00 1.22 0.00 0.00 0.00 6.44 0.00 0.00 0.00 0.87 0.00 0.00 4.97 0.00 0.00 4.39 4.07 0.00 3.83 3.47 3.58 4.30 0.00 0.00 0.00 5.61 0.00 0.00 1.04 0.00 0.81 0.00 2.89 0.00 0.00 3.54 6.19 0.00 2.83 0.00 4.39 0.00 0.00 0.00 0.00 2.47 0.00 1.66 0.00 5.10 0.00 0.00 2.29 0.00 4.41 7.94 0.00 7.42 0.00 2.14
23.40 13.56 15.94 16.28 6.30 5.13 21.26 9.22 8.95 6.06 6.64 4.90 22.19 14.90 5.38 2.64 3.66 3.12 3.25 3.00 5.70 5.47 4.03 5.97 16.79 6.95 11.48 7.37 7.46 16.78 11.65 6.86 5.83 5.87 8.06 4.39 5.00 8.12 22.67 7.81 7.31 4.30 27.96 12.84 5.76 8.36 8.12 9.94 16.47 14.64 7.25 6.44 6.44 3.54 5.37 3.54 11.94 5.62 16.59 11.38 11.46 14.70 54.86 8.14 7.54 8.63 7.82 6.44 7.34 15.51 15.65 61.58 35.56 20.65 4.41 7.94 9.58 11.83 14.23 17.63
3 3 2 2 3 2 2 2 1 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 2 2 2 2 2
01:32 05:11 11:58 11:58 02:36 13:53 11:17 03:35 22:56 00:11 10:25 23:27 23:38 11:28 23:28 12:03 12:14 11:59 11:59 11:48 10:34 10:34 11:49 20:51 11:16 12:15 11:46 19:52 19:52 11:51 11:51 11:42 11:38 20:57 11:47 12:15 12:15 10:21 03:45 20:49 20:49 12:15 04:42 11:43 11:27 12:15 11:34 11:37 11:53 12:15 12:15 12:15 12:15 12:15 10:43 12:15 12:14 11:40 12:02 03:26 21:43 14:00 22:01 10:37 10:44 10:30 10:43 10:26 10:31 05:09 05:09 14:59 05:38 22:30 12:15 12:15 07:29 12:00 21:17 11:55
0.584 0 0.253 0 0 0 0.333 0 0 0 0.234 0 0 0 0 0 0.408 0 0 0 0 0.136 0 0 0 0.547 0 0 0 0.0762 0 0 0.488 0 0 0.425 0.391 0 0.363 0.32 0.332 0.414 0 0 0 0.563 0 0 0.0866 0 0.0628 0 0.259 0 0 0.332 0.691 0 0.317 0 0.487 0 0 0 0 0.221 0 0.153 0 0.504 0 0 0.218 0 0.423 0.856 0 0.604 0 0.203
7.43 2.74 0.958 0.412 1.02 1.15 3.27 1.24 1.45 1.05 1.17 0.997 2.13 0.722 1.23 0.715 0.866 0.643 0.631 0.68 0.809 0.319 0.69 0.393 0.269 1.38 1.45 1.12 1.28 2.3 0.977 0.948 0.969 0.515 0.928 0.465 0.453 0.546 4.02 0.839 1.11 0.435 2.61 3.39 0.461 1.01 0.997 1.02 3.32 3.91 0.652 0.59 0.59 0.332 1.22 0.332 3.97 1.25 4.08 4.19 3.93 3.71 2.36 0.635 0.593 1.08 0.909 1 0.974 0.859 0.458 4.78 8.42 1.08 0.423 0.856 0.243 0.812 13.1 1.47
11.772 9.583 -1.561 -13.461 -3.527 -0.100 0.196 -1.516 -4.619 -1.333 -1.814 -4.610 0.321 0.000 -5.649 -1.332 -5.722 -3.027 -8.435 -7.702 -21.625 -9.185 -6.017 0.475 0.000 3.336 0.146 2.156 0.559 0.195 0.923 1.521 0.116 2.316 36.404 -2.422 -2.888 1.794 -0.516 0.209 0.312 -0.858 4.390 1.128 1.856 -0.070 1.123 1.154 0.185 0.020 0.063 0.098 0.107 0.152 3.620 0.071 1.469 2.039 1.125 4.873 0.509 5.987 -30.543 2.928 3.976 4.117 2.980 4.828 4.280 0.885 9.345 -1.773 5.443 8.996 0.122 0.102 17.105 7.754 0.083 0.504
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 24 of 62 10 Year 72 Hour Event
J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 2.78 0.00 0.00 0.88 0.00 0.00 6.67 0.00 0.00 0.00 7.19 0.00 0.00 3.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
16.38 10.28 11.44 24.93 50.66 6.89 12.84 6.67 45.19 91.63 92.85 14.94 17.86 68.71 5.45 5.44 17.30 55.95 13.31 11.54 6.73 7.05 2.82 1.70 12.93 16.58 2.82 5.03 6.79 7.15 5.46 5.84 4.41 7.94 0.00 8.67 2.80 8.25 54.79 4.62 2.84 1.41 3.85 2.06 1.44 1.95 0.00 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.95 4.86 12.49 3.79 14.64
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 2 2 3 1 1 3 2 2 2 2 2 2 2 2 2 0 2 2 0 0 2 2 0 2 2 0 2 0 0 0 2 1 2 1 2 2 2 2 1 2 0 0 1 2 0 0 0 1 2
11:55 12:00 11:47 10:40 11:40 11:47 11:50 12:15 19:30 21:14 20:41 21:13 21:06 11:40 12:15 12:15 00:00 00:00 10:03 12:15 23:49 01:48 02:06 08:10 01:33 13:34 11:28 14:47 13:54 15:00 12:15 11:58 12:15 12:15 00:00 12:00 09:53 00:00 00:00 09:47 00:01 23:12 06:30 03:18 19:59 09:43 00:00 19:33 23:57 07:00 04:52 05:27 01:52 11:47 11:24 11:48 10:43 15:34 02:20 19:32 20:11 20:54 11:34 00:00 00:00 00:00 07:28 12:15
0 0.313 0 0 0.168 0 0 0.606 0 0 0 0.645 0 0 0.355 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1.36 1.01 2.6 4.46 2.43 1.39 2.52 1.53 2.13 2.19 0.588 1.56 0.881 2.6 0.378 0.1 3.59 4.03 2.03 2.57 2.19 3.39 1.62 0.865 5.7 2.99 1.44 1.26 0.896 3.32 0.0987 0.118 0.422 0.855 0 0.511 0.017 0.137 0.946 2.77 1.46 0.763 1.97 1.04 0.859 0.792 0 1.63 1.76 1.2 1.3 0.331 0.69 0.651 0.512 0.576 1.08 0.625 0.822 0.62 1.81 1.24 2.01 4.06 0.915 2.68 2.42 3.91
5.959 -5.786 -14.021 -11.193 0.284 -0.906 0.290 2.465 22.901 19.871 -71.833 4.478 -6.197 0.234 0.378 1.617 -0.049 2.283 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report Page - 25 of 62 10 Year 72 Hour Event
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 20.38 4.953 0.000 J-104 JUNCTION 43.83 5.894 0.000 J-106 JUNCTION 47.51 5.877 0.000 J-109 JUNCTION 55.07 5.729 0.000 J-11 JUNCTION 57.21 5.721 0.000 J-110 JUNCTION 22.98 5.292 0.000 J-113 JUNCTION 57.04 5.639 0.000 J-114 JUNCTION 28.11 5.236 0.000 J-118 JUNCTION 20.54 4.626 0.000 J-12 JUNCTION 22.46 4.721 0.000 J-121 JUNCTION 47.12 5.877 0.000 J-126 JUNCTION 18.48 2.387 0.000 J-127 JUNCTION 18.48 2.601 0.000 J-128 JUNCTION 18.43 2.340 0.000 J-129 JUNCTION 20.11 4.625 0.000 J-130 JUNCTION 34.82 5.224 0.000 J-131 JUNCTION 33.61 5.721 0.000 J-132 JUNCTION 32.78 5.307 0.000 J-137 JUNCTION 45.97 5.458 0.000 J-139 JUNCTION 50.44 5.507 0.000 J-140 JUNCTION 45.41 5.671 0.000 J-147 JUNCTION 42.52 5.968 0.000 J-148 JUNCTION 43.64 6.048 0.000 J-149 JUNCTION 41.30 6.048 0.000 J-15 JUNCTION 20.12 3.309 0.000 J-152 JUNCTION 41.69 6.102 0.000 J-153 JUNCTION 41.52 6.127 0.000 J-155 JUNCTION 42.90 6.147 0.000 J-156 JUNCTION 42.78 6.213 0.000 J-158 JUNCTION 18.63 3.484 0.000 J-160 JUNCTION 23.10 5.885 0.000 J-161 JUNCTION 34.80 5.228 0.000 J-162 JUNCTION 36.56 5.979 0.000 J-163 JUNCTION 38.60 4.883 0.000 J-164 JUNCTION 36.61 5.177 0.000 J-165 JUNCTION 37.41 5.270 0.000 J-166 JUNCTION 21.51 4.874 0.000 J-167 JUNCTION 20.82 4.420 0.000 J-168 JUNCTION 39.95 4.830 0.000 J-169 JUNCTION 37.73 4.973 0.000 J-170 JUNCTION 35.92 5.078 0.000 J-174 JUNCTION 51.40 6.286 0.000 J-175 JUNCTION 44.52 6.286 0.000 J-176 JUNCTION 20.15 5.887 0.000 J-179 JUNCTION 22.24 5.888 0.000 J-18 JUNCTION 19.66 2.809 0.000 J-180 JUNCTION 18.79 4.022 0.000 J-185 JUNCTION 18.72 4.076 0.000 J-188 JUNCTION 20.91 4.507 0.000 J-191 JUNCTION 20.85 4.079 0.000 J-195 JUNCTION 20.16 3.511 0.000 J-198 JUNCTION 39.16 6.297 0.000 J-199 JUNCTION 44.28 6.155 0.000 J-203 JUNCTION 46.55 6.115 0.000 J-204 JUNCTION 44.88 6.123 0.000 J-206 JUNCTION 48.11 5.978 0.000 J-208 JUNCTION 45.66 5.641 0.000 J-209 JUNCTION 40.29 5.641 0.000 J-212 JUNCTION 42.93 5.921 0.000 J-213 JUNCTION 22.60 4.105 0.000 J-217 JUNCTION 42.60 5.855 0.000 J-218 JUNCTION 48.37 5.850 0.000 J-222 JUNCTION 39.54 4.638 0.000 J-223 JUNCTION 24.32 4.036 0.000 J-225 JUNCTION 49.35 5.786 0.000 J-226 JUNCTION 47.88 5.781 0.000 J-232 JUNCTION 49.07 5.752 0.000 J-233 JUNCTION 53.76 5.320 0.000 J-235 JUNCTION 55.88 5.318 0.000 J-238 JUNCTION 46.76 4.892 0.000
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Tier 1 Improvements H&H Model Results Report Page - 26 of 62 10 Year 72 Hour Event
J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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52.58 33.73 39.64 48.01 36.58 39.82 19.62 49.42 50.88 49.99 52.31 11.51 10.28 10.09 14.55 38.34 41.09 61.41 19.46 40.21 47.72 50.51 49.49 51.44 57.01 44.10 30.70 22.26 19.98 49.46 44.05 45.35 34.47 45.23 35.99 39.39 22.10 22.39 18.96 21.46 22.19 16.42 24.79 16.47 24.38 16.56 50.74 19.65 55.82 35.01 38.44 39.05 20.41 30.93 49.88 35.95 18.80 46.57 46.57 46.57 54.27 23.57 23.14 18.36 49.98 28.68 28.23 18.25 21.51 18.08 18.00 21.90 23.15 53.73 29.93 36.81 37.04 34.87 19.73 18.40
5.624 4.893 5.693 5.691 4.849 4.848 2.821 5.044 4.996 4.962 4.693 1.767 0.218 0.419 2.265 5.323 5.355 6.098 2.842 4.661 3.401 4.353 4.553 4.886 5.303 4.662 4.664 2.685 2.851 5.570 5.560 5.548 5.082 5.649 5.081 5.076 5.082 5.082 2.854 5.080 5.076 2.791 5.622 2.844 5.645 2.865 5.620 2.818 5.569 5.966 5.962 5.853 3.904 6.027 6.519 5.914 4.058 3.234 3.559 3.182 5.579 6.057 6.071 5.671 6.092 5.703 5.698 5.672 5.278 3.272 5.661 5.276 5.570 6.276 5.776 6.185 6.663 6.216 2.893 3.860
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-559
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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39.16 39.51 44.04 56.39 45.78 51.32 18.33 51.80 19.10 19.62 18.89 18.48 18.32 42.69 46.95 18.40 20.47 56.60 43.91 42.47 38.74 39.22 38.23 40.40 45.12 15.47 15.44 22.98 20.42 59.51 20.52 19.83 20.63 19.97 19.81 20.01 19.11 33.84 0.39 18.22 0.96 5.75 1.21 5.46 6.49 18.84 50.65 25.39 18.92 16.15 22.56 32.66 46.93 43.06 38.40 15.54 19.95 20.86 31.17 19.86 19.38 19.23 21.01 19.01 18.59 61.51 62.46 20.97 21.05 18.00 17.95 21.03 19.96 34.88 2.22 7.79 44.61 19.11 19.17 16.89
5.853 5.812 5.770 6.261 5.748 5.874 3.392 5.869 4.857 2.916 4.858 3.281 2.902 5.744 5.833 3.227 3.238 5.977 5.603 5.630 5.619 5.610 5.608 5.958 5.837 1.063 1.920 4.455 3.070 5.973 3.071 1.993 3.304 2.700 2.382 4.784 2.859 4.445 1.481 4.334 2.258 2.148 2.874 3.394 3.189 3.649 4.596 3.821 3.730 3.209 3.378 4.390 4.525 4.935 4.833 2.703 4.232 4.244 5.177 4.230 4.224 4.216 3.788 4.175 4.146 7.016 6.352 3.106 3.192 2.185 4.515 4.096 3.294 4.373 1.419 2.533 4.725 4.486 4.491 3.443
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.545 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-560 J-561 J-563 J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-61A J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647B J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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17.28 54.78 19.25 54.21 10.30 1.35 17.70 18.07 18.11 17.63 19.16 77.99 55.97 6.65 35.36 21.01 46.77 12.33 30.81 20.96 25.17 38.20 6.88 52.65 60.90 24.17 24.29 6.76 12.67 53.94 55.09 25.72 20.69 8.00 43.36 42.21 37.38 18.75 39.66 19.58 31.26 42.42 44.22 34.65 36.08 31.23 43.84 32.54 18.78 18.53 22.24 19.64 19.57 21.42 22.02 36.41 35.40 45.19 46.17 41.86 62.26 19.65 37.31 40.54 8.54 8.52 8.51 8.47 8.47 78.00 23.60 53.96 23.42 23.78 23.74 23.47 23.38 23.44 3.79 3.81
3.363 4.577 2.764 5.872 1.222 4.442 6.073 6.052 6.380 2.957 2.175 5.602 5.503 2.400 5.503 4.098 6.903 3.301 6.167 4.063 4.901 6.769 2.558 5.538 6.842 4.606 4.481 2.801 2.502 4.732 4.903 4.605 4.099 2.636 5.113 5.104 5.716 9.560 5.311 2.908 5.284 5.688 6.119 5.693 5.264 5.264 6.116 5.668 2.868 9.549 4.793 2.823 2.814 4.805 4.795 5.774 5.746 5.722 6.018 5.722 6.360 2.695 5.722 6.020 5.149 5.072 5.011 4.405 4.265 5.360 6.362 5.744 5.650 5.600 5.610 5.851 5.551 5.650 3.403 3.358
0.000 1.023 0.000 0.000 0.000 1.168 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.011 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-863 J-865 J-868 J-87 J-870 J-879
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.81 51.33 4.19 2.28 2.35 49.48 4.58 6.88 51.14 44.77 48.48 45.42 51.66 19.28 18.22 18.21 48.11 19.13 57.03 18.18 61.21 18.19 18.17 19.03 10.82 22.68 55.40 37.32 58.01 3.85 3.92 7.03 18.75 6.52 9.70 9.98 7.49 6.85 18.50 7.20 3.58 3.29 3.26 3.36 3.78 2.41 2.46 4.02 9.38 10.90 44.98 9.72 14.32 10.17 10.31 10.20 12.28 11.93 11.65 55.07 15.45 16.22 11.40 19.48 11.60 12.06 14.41 19.57 54.85 9.52 9.71 9.73 9.18 9.26 0.01 0.38 0.45 51.46 1.55 28.67
3.667 6.111 3.674 3.406 3.428 6.123 3.405 4.598 11.038 6.126 6.885 5.840 5.839 4.038 3.087 3.085 5.688 3.946 5.746 2.603 6.809 2.911 2.602 4.626 2.623 4.916 5.876 4.935 6.796 3.386 4.094 4.127 3.401 3.886 3.891 3.856 3.858 3.854 9.560 3.861 3.854 3.932 3.870 3.870 3.860 3.677 3.682 3.858 3.542 3.544 6.194 4.002 4.805 4.321 4.314 4.316 4.758 4.792 4.803 6.391 5.228 5.265 4.855 3.990 4.850 4.836 4.802 10.060 6.289 4.230 4.163 4.445 4.203 3.894 0.015 0.485 0.604 5.923 1.472 4.060
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.075 4.055 3.836 0.000 3.518 0.000
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J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-910 J-912 J-917 J-918 J-920 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
52.17 45.18 44.13 47.69 58.91 10.66 46.91 45.46 46.93 46.32 45.75 44.97 19.76 0.00 50.81 66.11 65.56 52.80 53.66 54.68 19.73 10.46 10.06 12.05 20.48 19.67 22.45 55.19 10.95 10.65 9.65 19.65 76.19 38.31
5.882 3.167 5.831 3.622 3.765 0.517 5.315 5.315 5.318 5.319 5.320 5.324 2.913 0.097 4.967 3.907 4.723 7.101 4.140 4.730 2.929 5.585 5.028 3.629 4.457 4.966 4.721 5.775 0.652 0.917 0.499 2.696 4.720 4.894
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.653 1.637 0.000 0.000 0.870 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 18.59 6.21 2 09:51 0.042 1.393 J-104 20.86 7.06 2 11:35 0.140 1.194 J-106 20.13 11.10 2 11:50 0.108 1.627 J-109 19.57 11.52 2 11:32 0.113 1.130 J-11 13.34 9.74 3 00:28 0.118 0.161 J-110 19.18 10.17 2 11:32 0.152 1.059 J-113 18.72 9.08 2 22:10 0.237 0.805 J-114 11.95 12.99 2 22:07 0.152 0.076 J-118 12.00 11.12 2 22:55 0.154 0.066 J-12 13.03 17.09 3 01:02 0.123 0.161 J-121 12.65 7.18 2 11:22 0.045 0.177 J-126 18.44 78.10 3 03:55 1.148 1.837 J-126A 7.28 67.10 3 04:09 0.339 0.588 J-127 18.46 6.15 2 11:33 0.050 1.691 J-128 18.42 8.65 2 11:30 0.039 1.690 J-129 14.56 7.62 2 12:00 0.160 0.125 J-130 15.59 5.73 2 22:58 0.080 0.157 J-131 3.44 4.48 2 11:33 0.032 0.004 J-132 17.80 4.83 2 12:03 0.116 0.540 J-137 19.21 3.64 2 11:26 0.061 0.658 J-139 13.42 3.69 1 19:12 0.017 0.147 J-140 17.45 3.71 2 10:52 0.036 0.391 J-147 18.44 5.79 2 12:15 0.164 0.668 J-148 18.33 6.34 2 09:23 0.041 0.708 J-149 20.06 5.59 2 04:36 0.061 1.248 J-15 17.66 20.31 3 04:54 0.129 0.609 J-152 18.81 4.78 2 10:22 0.139 0.702 J-153 19.06 5.07 2 09:01 0.043 0.627 J-155 19.70 4.50 2 10:33 0.047 0.727 J-156 20.15 3.49 2 11:43 0.046 0.943 J-158 18.35 19.04 2 11:46 0.159 0.884 J-160 18.36 8.83 2 11:32 0.028 0.785 J-161 3.89 5.07 2 11:29 0.036 0.001
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J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-188A J-191 J-191A J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31
0.80 5.13 2.79 2.23 1.15 1.27 2.18 3.03 3.65 19.52 20.18 19.13 20.36 17.26 18.34 18.24 18.69 15.44 18.50 6.46 18.92 28.86 26.65 24.15 25.30 25.98 24.69 26.06 26.61 19.13 28.56 31.24 22.70 19.06 24.79 24.35 24.97 18.45 18.65 21.16 18.40 23.48 28.28 26.52 22.86 21.36 17.89 26.43 26.58 19.89 22.60 0.34 9.22 0.44 0.59 27.67 26.40 5.80 19.06 18.02 20.98 1.28 10.60 18.10 16.32 18.82 27.07 22.79 16.26 15.05 19.21 17.76 20.83 21.63 19.81 20.92 22.95 16.49 16.10 18.11
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.93 5.72 4.75 4.56 5.42 7.41 5.13 5.13 3.12 5.20 2.36 8.90 12.29 27.07 14.53 18.85 20.01 16.53 49.08 50.34 15.93 5.99 5.89 5.69 7.31 5.91 6.61 5.61 4.97 8.75 7.65 8.82 27.23 31.61 4.67 4.25 4.02 4.84 6.85 15.96 5.35 6.57 5.45 5.45 18.64 14.99 21.53 4.43 5.90 5.57 5.15 6.32 48.78 18.77 3.35 7.44 7.75 12.02 7.66 22.51 34.54 4.34 3.31 4.21 4.27 5.01 35.12 25.39 25.85 25.86 6.65 5.83 4.90 23.52 3.66 20.04 16.52 11.65 13.14 15.23
2 3 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 3 0 3 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 3 2 2 2 1 2 1 1 3 3 2
10:22 00:47 11:20 11:28 09:27 11:01 08:40 11:42 11:33 11:16 11:10 10:30 09:22 04:20 03:55 11:50 12:26 12:26 04:28 04:28 11:08 12:15 08:40 12:15 10:25 11:04 09:35 09:39 10:30 11:23 15:05 10:57 03:38 17:09 10:28 09:08 10:33 04:08 20:32 05:19 11:51 08:47 08:20 06:57 06:59 09:43 11:52 12:10 09:42 10:17 09:58 20:38 19:55 22:22 10:37 08:33 10:27 10:23 10:03 11:51 08:38 10:58 06:34 12:25 22:51 08:38 08:51 08:38 03:38 02:41 06:08 06:52 10:43 20:38 11:50 06:07 15:44 05:11 05:56 11:52
0.011 0.067 0.032 0.026 0.017 0.026 0.031 0.040 0.034 0.053 0.040 0.064 0.130 0.203 0.499 0.211 0.250 0.150 0.649 0.305 0.265 0.248 0.160 0.295 0.137 0.151 0.171 0.159 0.165 0.189 0.486 0.360 0.394 0.536 0.092 0.091 0.109 0.121 0.048 0.220 0.031 0.158 0.163 0.192 0.230 0.334 0.211 0.255 0.341 0.280 0.281 0.014 0.227 0.008 0.008 0.362 0.333 0.077 0.138 0.098 0.508 0.018 0.137 0.167 0.126 0.111 1.014 0.439 0.272 0.139 0.080 0.069 0.111 0.227 0.047 0.254 0.301 0.044 0.078 0.097
0.002 0.172 0.004 0.002 0.001 0.004 0.004 0.001 0.002 1.486 1.236 0.767 1.138 0.579 1.072 1.006 1.687 0.512 1.129 0.372 1.751 1.797 1.605 1.615 1.673 1.428 1.391 1.291 1.071 1.355 2.085 1.660 2.308 1.236 0.936 0.931 0.852 0.720 0.758 0.792 0.824 0.993 0.993 1.031 1.049 0.998 0.781 0.394 0.296 0.162 0.093 0.007 0.218 0.419 0.005 0.673 0.605 0.496 0.798 0.892 0.561 0.001 0.003 0.153 0.186 0.603 0.762 0.814 1.025 0.451 0.370 0.260 0.548 0.832 0.899 0.831 0.826 0.832 0.782 1.004
Tier 1 Improvements H&H Model Results Report Page - 32 of 62 10 Year 72 Hour Event
J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463
15.42 15.14 14.96 16.62 15.28 16.99 15.43 18.62 17.99 11.79 22.89 21.75 21.76 18.57 19.21 19.80 20.84 18.09 0.63 17.60 17.43 8.08 18.08 18.07 18.13 17.33 17.15 16.92 18.96 18.40 18.36 17.12 17.90 16.16 17.22 17.96 0.93 18.71 18.17 21.10 23.11 5.19 17.01 15.88 17.15 17.96 17.21 15.96 16.16 17.76 15.78 16.16 15.78 19.53 17.79 16.39 3.01 19.72 19.95 15.73 14.96 20.49 22.85 21.56 21.42 22.62 24.34 25.35 23.28 3.64 0.01 18.58 12.36 17.11 15.68 17.14 19.68 20.09 19.87 19.74
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.57 5.52 19.29 4.19 16.45 3.68 13.86 4.24 21.92 3.39 3.14 5.24 3.71 15.48 12.05 6.50 3.32 16.74 16.56 25.82 76.82 67.32 16.39 6.11 2.60 3.89 5.17 6.04 7.48 8.69 7.33 5.88 24.97 28.29 10.87 17.85 13.12 11.81 12.48 8.45 4.51 4.66 37.95 15.00 5.04 6.44 6.47 5.97 5.30 7.32 35.59 7.67 15.46 24.25 12.92 21.90 28.24 4.72 4.23 17.87 50.66 8.89 7.74 7.43 6.75 9.37 9.67 5.05 7.18 7.99 6.03 36.67 22.85 15.36 14.76 15.69 12.16 22.96 30.11 25.81
3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 2 3 2 3 3 2 3 2 3 3 3 3 2 3 2 3 3 3 2 2 2 3 3 2 3 3 3 3 2 3 3 3 3 2 2 1 2 2 2 3 3 2 3 2 3 2 2 2 2 2
05:09 03:34 02:51 05:11 03:10 04:03 03:18 05:52 05:36 09:47 11:11 11:16 11:26 11:31 11:59 10:36 10:14 19:02 19:04 21:31 14:59 03:41 11:54 22:29 05:36 05:45 05:29 05:13 05:11 05:11 11:16 05:29 11:43 04:18 05:48 11:46 05:12 11:27 05:27 05:13 05:18 05:14 11:52 04:56 11:36 05:14 05:14 02:41 11:04 11:51 11:52 02:50 05:12 10:32 05:12 04:54 02:17 05:11 09:59 03:09 03:22 05:22 05:28 06:35 10:33 12:39 11:58 12:18 06:09 00:46 00:46 22:29 01:08 09:02 05:17 09:01 09:01 12:17 11:26 11:28
0.047 0.019 0.078 0.073 0.048 0.038 0.042 0.036 0.076 0.013 0.088 0.083 0.065 0.246 0.302 0.058 0.059 0.135 0.023 0.739 2.895 1.735 0.289 0.149 0.057 0.030 0.118 0.031 0.053 0.160 0.067 0.035 0.089 0.156 0.059 0.174 0.017 0.161 0.112 0.126 0.137 0.068 0.162 0.076 0.045 0.053 0.060 0.064 0.048 0.078 0.138 0.043 0.166 0.231 0.180 0.051 0.180 0.068 0.065 0.233 0.319 0.173 0.144 0.123 0.153 0.156 0.320 0.323 0.180 0.012 0.000 1.658 0.204 0.087 0.153 0.084 0.085 0.981 0.234 0.244
0.630 0.616 0.741 0.722 0.694 0.895 0.765 0.870 0.918 0.209 1.366 1.272 0.933 0.854 1.227 1.069 1.164 0.938 0.189 1.114 1.439 0.907 1.012 1.096 0.859 0.357 0.371 0.321 0.892 0.903 0.548 0.372 0.528 0.372 0.361 0.476 0.010 0.476 0.376 0.385 0.413 0.016 0.673 1.220 0.703 0.842 0.840 0.511 0.588 1.334 0.832 0.619 0.187 2.242 0.658 0.531 0.002 0.594 0.633 0.527 0.449 0.679 0.638 0.494 0.292 0.760 1.157 0.752 0.580 0.036 0.003 3.235 0.228 0.510 0.313 0.511 1.743 1.744 2.170 2.182
Tier 1 Improvements H&H Model Results Report Page - 33 of 62 10 Year 72 Hour Event
J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-559 J-560 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-61A
13.96 18.13 12.79 0.23 17.85 0.69 1.21 0.72 2.39 0.53 0.70 1.07 1.48 1.06 0.59 2.68 6.96 8.64 4.94 17.93 14.92 4.90 18.70 8.42 15.38 15.84 8.58 4.31 15.82 15.74 18.48 19.61 17.94 21.03 17.96 18.95 19.36 18.43 1.01 1.14 4.00 1.26 2.13 1.63 2.15 15.96 16.17 7.08 2.75 13.05 13.15 15.28 10.12 0.00 1.60 0.00 2.30 19.04 6.00 4.43 7.01 18.97 0.06 7.18 3.71 11.20 19.64 1.90 1.97 0.00 0.13 1.60 1.19 1.15 19.04 4.62 3.31 2.80 23.23 0.00
73.51 15.64 15.49 40.12 59.05 71.13 51.66 44.11 30.73 25.52 11.00 9.44 18.08 15.58 15.73 13.73 6.70 15.66 16.49 6.43 18.92 10.88 26.45 11.59 8.09 9.13 12.27 33.37 10.76 8.23 3.45 5.95 6.88 43.94 58.16 15.45 7.46 6.99 30.48 23.55 26.35 33.94 25.57 22.64 15.93 33.90 14.77 154.69 7.57 23.89 16.22 28.59 43.82 37.47 4.74 1.04 6.02 22.24 3.80 19.77 4.75 20.78 26.47 2.28 14.07 11.94 5.90 5.25 6.52 2.15 2.43 5.78 6.06 7.01 15.26 11.19 4.25 3.92 3.43 10.19
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2 2 3 2 2 2 2 2 2 1 2 2 2 2 2 2 3 3 2 2 3 3 2 3 3 2 3 2 3 2 2 2 2 2 2 2 2 3 2 2 1 1 2 2 1 3 3 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
09:51 08:51 05:27 09:48 09:30 10:26 09:39 09:58 09:41 21:56 09:50 08:18 09:24 08:40 08:45 09:12 05:14 05:50 23:11 11:51 02:44 01:37 10:01 05:32 02:05 11:53 00:28 22:46 03:15 11:48 11:38 12:04 08:46 12:03 12:01 11:37 12:15 05:39 23:46 23:08 16:14 06:04 10:41 06:26 21:40 04:59 05:14 13:29 12:35 13:01 20:16 12:34 23:17 00:00 11:13 21:20 11:13 11:44 11:12 21:28 21:56 11:14 10:49 11:16 11:54 11:17 11:33 11:23 11:23 21:01 21:15 11:42 10:58 11:02 12:01 11:52 11:21 11:31 11:37 00:29
0.359 0.121 0.519 0.033 0.339 0.185 0.277 0.100 0.346 0.047 0.026 0.028 0.081 0.045 0.019 0.063 0.127 0.320 0.171 0.182 0.194 0.041 0.856 0.229 0.082 0.230 0.307 0.326 0.171 0.083 0.042 0.258 0.053 0.798 0.449 0.358 0.294 0.241 0.098 0.069 0.255 0.131 0.146 0.081 0.111 0.359 0.185 1.917 0.047 0.233 0.362 0.613 0.331 0.001 0.024 0.000 0.039 0.287 0.085 0.109 0.119 0.243 0.006 0.076 0.087 0.082 0.082 0.029 0.031 0.000 0.001 0.023 0.019 0.023 0.308 0.132 0.031 0.029 0.070 0.000
0.671 2.105 0.068 0.041 1.463 0.217 0.312 0.074 0.084 0.019 0.049 0.029 0.122 0.010 0.009 0.028 0.011 0.021 0.032 0.844 0.432 0.072 1.384 0.027 0.474 0.954 0.056 0.338 0.724 0.530 1.737 1.792 2.026 2.970 2.125 2.186 2.554 0.187 0.239 0.033 0.025 0.016 0.001 0.003 0.023 0.714 0.522 1.112 0.013 0.992 1.153 1.887 0.145 0.002 0.003 0.000 0.003 2.437 0.003 0.351 0.037 2.235 0.001 0.008 0.258 0.184 2.284 0.006 0.031 0.001 0.002 0.032 0.003 0.005 2.216 0.236 0.013 0.004 1.116 0.000
Tier 1 Improvements H&H Model Results Report Page - 34 of 62 10 Year 72 Hour Event
J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A
18.89 17.36 19.31 20.58 18.51 23.21 19.69 20.38 19.37 23.55 14.85 19.12 17.48 17.50 18.60 19.03 22.90 23.28 19.94 19.22 22.37 0.00 17.32 23.37 19.23 8.44 0.76 0.31 0.30 0.51 0.00 0.13 19.18 0.13 0.00 0.00 0.06 0.09 0.09 3.68 3.57 1.63 18.13 0.85 1.88 1.97 19.14 3.31 5.28 49.88 19.31 31.70 23.50 23.11 18.28 18.01 17.99 26.21 17.30 19.70 18.13 18.09 18.15 18.06 3.61 2.30 19.17 18.50 15.87 20.52 3.30 2.66 1.48 18.48 0.82 0.86 0.72 0.65 0.07 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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8.28 26.83 6.91 4.90 5.38 3.64 12.18 10.94 5.80 4.94 41.32 13.72 25.11 29.48 11.13 13.35 11.02 12.92 14.29 5.82 15.94 0.51 22.71 11.20 5.71 4.81 2.27 2.64 3.02 4.88 2.51 3.64 9.57 2.88 1.82 0.35 3.97 3.83 2.08 3.47 3.97 3.54 7.53 5.12 15.95 12.81 5.83 34.97 27.31 28.05 5.68 3.16 7.07 9.35 15.08 24.38 19.21 6.66 20.17 10.17 31.68 4.84 13.74 20.86 8.53 24.78 12.15 14.44 20.39 10.47 10.66 2.94 3.86 18.37 8.81 6.00 5.83 6.37 4.58 7.03
3 3 2 2 3 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 3 3 1 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 3 2 2 3
05:56 05:09 10:28 11:02 04:44 11:08 11:09 11:16 09:37 10:29 01:59 10:46 04:42 05:04 11:19 10:39 11:24 05:56 11:11 11:24 10:07 11:55 11:51 11:45 10:51 12:15 11:59 11:52 11:59 11:59 00:00 11:40 09:40 11:29 10:57 11:49 10:54 11:11 11:48 11:55 13:34 03:07 04:45 02:27 10:37 13:44 09:36 02:27 02:27 10:26 11:06 08:58 11:42 10:11 05:50 12:04 11:52 11:36 05:52 10:03 11:59 10:25 11:56 11:53 11:26 21:29 10:46 11:36 08:59 10:27 12:02 02:36 03:35 11:17 03:35 22:56 00:11 10:25 23:27 02:53
0.068 0.227 0.049 0.170 0.126 0.078 0.158 0.102 0.050 0.149 0.575 0.104 0.192 0.182 0.139 0.134 0.454 0.413 0.215 0.078 0.283 0.000 0.414 0.365 0.053 0.084 0.001 0.002 0.002 0.003 0.000 0.002 0.179 0.002 0.000 0.000 0.001 0.001 0.001 0.043 0.044 0.007 0.040 0.006 0.021 0.064 0.050 0.130 0.254 1.344 0.101 0.227 0.202 0.252 0.504 0.064 0.051 0.320 0.198 0.147 0.042 0.039 0.571 0.038 0.058 0.054 0.091 0.075 0.716 0.269 0.112 0.013 0.009 0.229 0.004 0.017 0.006 0.004 0.001 0.000
0.811 0.508 0.724 0.688 0.759 0.793 0.914 1.164 0.756 1.098 0.308 0.733 0.623 0.614 0.435 0.695 0.674 0.746 0.672 0.718 0.922 0.000 1.095 1.022 0.720 0.749 0.002 0.011 0.005 0.015 0.000 0.002 0.844 0.000 0.000 0.000 0.001 0.001 0.000 0.153 0.108 0.017 0.751 0.014 0.156 0.178 0.763 0.555 1.638 7.428 0.766 2.028 1.747 2.338 2.349 1.893 1.891 1.832 0.931 1.804 1.841 1.852 1.970 1.840 0.226 0.173 1.459 0.824 0.075 0.996 0.536 0.444 0.277 1.451 0.036 0.031 0.006 0.008 0.004 0.000
Tier 1 Improvements H&H Model Results Report Page - 35 of 62 10 Year 72 Hour Event
J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-87 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-917 J-918 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
0.04 0.07 0.80 0.44 0.22 0.17 0.37 0.39 0.20 0.05 0.35 19.71 5.58 7.82 4.73 3.43 7.25 7.32 8.84 7.03 18.91 9.20 10.09 9.37 18.32 9.48 9.12 2.42 0.00 18.74 2.40 3.55 0.29 0.07 0.09 19.05 0.51 18.78 20.06 0.47 16.80 18.36 1.86 19.41 19.94 19.89 19.66 20.31 20.46 18.41 0.00 18.22 0.02 0.11 18.40 1.61 1.34 1.42 20.35 13.85 21.01 18.94 0.39 6.27 1.28 20.16 20.29 21.55
2.15 1.32 1.99 1.59 2.14 1.75 3.07 5.01 2.96 3.64 11.48 5.53 8.43 7.03 5.66 12.00 11.46 6.54 5.28 5.84 8.04 3.65 5.00 6.79 13.34 6.62 6.04 3.59 14.51 8.33 5.01 6.66 6.82 7.51 7.84 5.03 5.09 5.11 12.15 9.73 9.63 10.73 31.73 7.91 7.30 8.48 7.47 6.12 7.25 14.59 13.62 25.70 6.53 5.53 16.85 9.70 10.69 23.27 48.62 6.71 11.73 4.91 25.54 68.67 18.11 43.45 52.75 11.40
2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2
10:26 12:03 12:04 11:48 11:59 15:35 11:59 10:34 11:44 11:52 04:58 08:37 11:48 21:20 11:27 11:51 11:51 11:11 11:32 20:57 11:47 12:15 12:15 10:32 03:45 10:42 10:07 11:45 04:22 11:43 11:41 11:48 11:34 11:46 11:46 10:43 01:07 11:31 05:16 05:18 21:43 08:48 13:03 10:37 10:44 10:59 10:15 10:13 10:31 05:09 15:01 05:30 07:29 10:41 11:55 22:47 11:47 10:34 11:40 11:49 11:50 11:31 21:27 14:13 21:50 11:40 00:00 10:54
0.000 0.000 0.011 0.001 0.001 0.000 0.002 0.002 0.001 0.001 0.007 0.168 0.009 0.017 0.011 0.011 0.021 0.020 0.102 0.019 0.058 0.092 0.135 0.025 0.273 0.086 0.067 0.019 0.000 0.042 0.010 0.082 0.006 0.003 0.003 0.041 0.015 0.042 0.368 0.029 0.382 0.465 0.167 0.053 0.063 0.050 0.060 0.067 0.103 0.245 0.000 1.645 0.001 0.002 0.448 0.044 0.052 0.066 0.881 0.027 0.268 0.039 0.047 0.396 0.021 0.175 2.120 0.187
0.001 0.004 0.082 0.020 0.020 0.010 0.017 0.032 0.008 0.002 0.004 0.834 0.162 0.265 0.181 0.124 0.376 0.318 0.452 0.263 0.931 0.388 0.525 0.315 0.930 0.360 0.296 0.062 0.000 0.929 0.090 0.223 0.005 0.003 0.004 1.023 0.000 0.982 0.407 0.001 0.062 0.205 0.457 1.476 1.399 1.358 1.255 1.599 1.735 1.253 0.097 0.939 0.001 0.000 1.286 0.005 0.028 0.029 2.997 0.406 3.161 1.375 0.152 0.267 0.297 3.136 1.160 0.834
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.166 31.36 0.0 0.0 1.540 41 2 12:06 16.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 36 of 62 10 Year 72 Hour Event
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 18.24 4.11 11.54 2.574 J-263 19.42 3.25 6.73 2.192 J-279 58.78 2.42 7.05 3.389 J-33A 41.70 1.46 2.82 1.625 J-386 17.53 1.59 1.70 0.865 J-442 30.45 6.08 12.93 5.703 J-561A 33.04 3.20 16.58 2.988 J-567A 18.03 2.57 2.82 1.439 J-582 11.18 2.58 5.03 1.259 J-605 14.85 1.27 6.79 0.896 J-671 46.07 2.34 7.15 3.316 J-694 2.97 0.64 5.46 0.099 J-703 1.17 1.94 5.84 0.118 J-909 97.48 0.17 4.41 0.422 J-911 97.39 0.34 7.94 0.855 J-913 0.00 0.00 0.00 0.000 J-919 50.92 0.34 8.67 0.511 J-920A 3.57 0.29 2.80 0.017 J-963A 18.05 0.14 8.25 0.137 J575A 19.63 1.02 54.79 0.946 OFALL-10 36.44 3.01 4.62 2.773 OFALL-12 22.44 2.15 2.84 1.464 OFALL-14 23.99 1.11 1.41 0.763 OFALL-16 19.53 3.29 3.85 1.974 OFALL-18 16.88 1.97 2.06 1.044 OFALL-20 34.94 0.95 1.44 0.859 OFALL-22 12.06 1.85 1.95 0.792 OFALL-24 0.00 0.00 0.00 0.000 OFALL-26 53.80 1.35 2.27 1.630 OFALL-28 14.39 3.51 3.79 1.757 OFALL-30 42.38 1.18 1.90 1.197 OFALL-32 36.62 1.34 2.27 1.301 OFALL-34 18.92 0.60 0.63 0.331 OFALL-36 24.24 1.06 1.21 0.690 OFALL-38 98.67 0.29 1.28 0.651 OFALL-40 80.22 0.21 1.28 0.512 OFALL-42 87.78 0.24 1.28 0.576 OFALL-44 94.83 0.49 3.30 1.084 OFALL-46 63.19 0.49 1.90 0.625 OFALL-48 63.71 0.58 2.84 0.822 OFALL-50 87.79 0.34 1.28 0.620 OFALL-52 86.12 1.23 1.28 1.808 OFALL-54 93.33 0.72 2.84 1.237 OFALL-66 33.46 2.05 3.79 2.009 WELL-2E 38.27 4.41 55.95 4.062 WELL-3 42.88 0.69 4.86 0.915 WELL-4 44.62 1.92 12.49 2.679 WELL-W-ENID-DR 56.22 1.82 3.79 2.425 ----------------------------------------------------------System 40.17 74.60 206.62 65.952
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 37 of 62 10 Year 72 Hour Event
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.86 0 00:00 2.98 2 12:15 1.00 5.69 0 00:00 1.00 0 00:00 0.42 C-WELL4E CONDUIT 12.49 0 00:00 8.94 2 12:15 0.36 5.24 0 00:00 1.00 2 12:15 0.94 CDT-101 CONDUIT 17.66 2 12:26 10.57 2 11:32 3.46 2.50 2 12:26 1.00 2 09:03 3.00 CDT-103 CONDUIT 49.86 3 04:28 40.84 3 04:29 9.76 7.05 3 04:28 1.00 2 09:07 3.00 CDT-105 CONDUIT 17.86 2 11:31 11.14 2 11:24 3.50 2.53 2 11:31 1.00 2 09:15 3.00 CDT-107 CONDUIT 17.10 3 05:57 15.97 3 05:48 3.35 2.42 3 05:57 1.00 2 09:35 3.00 CDT-109 CONDUIT 11.88 2 12:04 9.81 2 12:05 2.33 1.68 2 12:04 1.00 2 09:40 3.00 CDT-11 CONDUIT 4.08 2 22:33 3.38 2 11:53 1.47 4.57 2 22:33 1.00 0 20:11 1.07 CDT-111 CONDUIT 14.55 3 05:40 14.23 3 05:53 2.85 2.06 3 05:40 1.00 2 07:23 3.00 CDT-113 CONDUIT 15.29 2 19:02 14.76 2 19:19 2.99 2.16 2 19:02 1.00 2 10:58 3.00 CDT-115 CONDUIT 17.25 2 11:08 11.38 2 11:08 1.57 1.37 2 11:08 1.00 2 09:15 4.00 CDT-121 CONDUIT 55.95 0 00:00 22.96 2 12:23 0.14 9.21 0 00:00 1.00 0 00:00 1.72 CDT-123 CONDUIT 81.54 2 14:59 57.30 2 15:12 15.96 11.54 2 14:59 1.00 1 05:16 3.00 CDT-125 CONDUIT 16.93 2 11:53 5.58 2 11:53 1.54 1.35 2 11:53 1.00 1 07:25 4.00 CDT-171 CONDUIT 16.75 2 11:18 13.29 2 11:27 0.17 1.45 2 11:13 1.00 2 08:56 4.00 CDT-173 CONDUIT 23.70 2 21:29 13.57 2 11:16 1.52 7.17 1 04:36 1.00 2 11:47 4.00 CDT-175 CONDUIT 7.39 2 11:51 6.68 2 11:19 0.47 1.04 1 17:05 1.00 2 11:33 4.00 CDT-177 CONDUIT 7.39 2 11:51 6.68 2 11:19 0.47 1.04 1 17:05 1.00 2 11:33 4.00 CDT-179 CONDUIT 6.82 2 11:52 5.27 2 11:54 0.01 0.70 3 05:42 1.00 2 11:52 4.00 CDT-181 CONDUIT 2.74 2 11:16 2.59 2 11:16 0.18 0.40 1 06:26 1.00 2 12:10 4.00 CDT-183 CONDUIT 21.19 2 21:28 13.75 2 21:28 1.36 1.69 2 21:28 1.00 2 11:07 4.00 CDT-185 CONDUIT 2.74 2 11:16 2.59 2 11:16 0.18 0.40 1 06:26 1.00 2 12:10 4.00 CDT-187 CONDUIT 16.09 2 22:24 11.35 2 21:12 1.03 1.28 2 22:24 1.00 2 03:58 4.00 CDT-189 CONDUIT 16.09 2 22:24 11.35 2 21:12 1.03 1.28 2 22:24 1.00 2 03:58 4.00 CDT-191 CONDUIT 14.77 2 11:54 5.55 2 11:56 0.95 1.18 2 11:54 1.00 2 11:42 4.00 CDT-193 CONDUIT 24.54 2 10:21 19.94 2 10:13 1.58 1.95 2 10:21 1.00 2 08:13 4.00 CDT-195 CONDUIT 12.61 3 06:00 8.07 3 06:00 0.81 1.00 3 06:00 1.00 0 19:23 4.00 CDT-197 CONDUIT 34.67 3 05:04 19.31 3 05:09 2.23 2.76 3 05:04 1.00 2 10:17 4.00 CDT-199 CONDUIT 25.57 3 04:49 12.44 3 04:28 1.64 2.03 3 04:49 1.00 2 10:16 4.00 CDT-201 CONDUIT 18.02 3 05:53 17.39 3 05:53 1.16 1.43 3 05:53 1.00 2 10:19 4.00 CDT-205 CONDUIT 28.31 3 04:42 17.00 3 04:54 1.82 2.25 3 04:42 1.00 2 10:17 4.00 CDT-207 CONDUIT 33.49 3 04:42 25.38 3 04:59 2.15 2.67 3 04:42 1.00 2 09:43 4.00 CDT-209 CONDUIT 25.99 3 00:19 15.14 2 22:47 1.67 2.07 3 00:19 1.00 1 07:26 4.00 CDT-211 CONDUIT 25.47 3 00:19 14.44 2 22:36 1.64 2.03 3 00:19 1.00 1 07:26 4.00 CDT-213 CONDUIT 30.43 2 05:08 24.26 3 02:56 1.96 2.42 2 05:08 1.00 0 22:12 4.00 CDT-215 CONDUIT 29.38 3 02:26 23.29 3 02:37 1.89 2.34 3 02:26 1.00 2 07:48 4.00 CDT-217 CONDUIT 13.60 3 04:49 7.54 3 04:50 0.04 1.08 3 04:49 1.00 2 10:16 4.00 CDT-219 CONDUIT 22.75 3 05:36 11.87 3 05:55 1.46 1.81 3 05:36 1.00 2 10:14 4.00 CDT-221 CONDUIT 24.06 3 02:51 10.65 3 02:20 1.55 1.91 3 02:51 1.00 2 11:52 4.00 CDT-223 CONDUIT 24.10 2 11:51 10.55 3 05:53 1.55 1.92 2 11:51 1.00 2 10:22 4.00 CDT-225 CONDUIT 19.20 3 03:10 10.94 3 03:14 1.23 1.53 3 03:10 1.00 2 11:53 4.00 CDT-227 CONDUIT 25.09 3 03:24 19.82 3 03:01 1.61 2.00 3 03:24 1.00 2 10:54 4.00 CDT-229 CONDUIT 15.47 3 01:43 10.95 3 01:42 0.99 1.23 3 01:43 1.00 2 10:16 4.00 CDT-231 CONDUIT 14.64 2 11:52 5.96 2 11:50 0.94 1.16 2 11:52 1.00 2 10:16 4.00 2 10:10 4.00 CDT-233 CONDUIT 19.19 2 10:13 14.71 2 10:23 1.23 1.63 2 09:58 1.00 CDT-235 CONDUIT 34.25 3 04:17 22.74 2 22:36 2.20 2.73 3 04:17 1.00 2 10:57 4.00 CDT-237 CONDUIT 20.01 2 12:01 10.75 2 11:54 0.04 1.59 2 12:01 1.00 2 10:39 4.00 CDT-239 CONDUIT 21.60 2 11:44 14.38 2 11:39 1.39 1.72 2 11:44 1.00 2 08:58 4.00 CDT-241 CONDUIT 15.19 2 11:52 6.37 2 11:50 0.98 1.21 2 11:52 1.00 2 10:16 4.00 CDT-243 CONDUIT 8.21 2 12:15 7.46 2 12:24 0.02 0.65 2 12:15 1.00 2 10:58 4.00 CDT-245 CONDUIT 7.74 2 11:46 6.76 2 11:47 0.01 0.62 2 11:46 1.00 2 10:58 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 38 of 62 10 Year 72 Hour Event
CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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22.35 15.33 16.15 16.06 10.81 13.10 20.02 27.62 22.42 22.18 22.18 14.51 20.82 24.28 18.87 17.39 25.05 17.12 14.90 16.05 25.45 30.14 25.69 29.22 13.26 16.56 15.24 14.37 12.99 23.09 48.29 29.24 14.64 80.42 37.87 16.93 19.21 9.79 8.25 16.58 54.79 2.80 13.17 13.99 3.80 7.39 3.82 6.94 5.38 11.16 11.54 10.85 9.18 7.87 2.49 3.27 5.62 4.97 6.65 6.33
3 3 3 3 2 2 2 2 3 1 1 2 3 3 2 2 3 2 2 3 3 3 2 3 2 2 3 3 1 1 2 2 2 3 1 3 2 2 0 2 0 2 2 3 2 3 2 3 2 3 2 2 2 2 0 2 2 2 2 0
05:09 05:09 03:24 05:58 11:25 11:24 11:56 22:28 02:44 18:00 18:00 11:58 03:00 03:22 11:46 11:52 04:08 11:53 11:28 04:21 04:54 04:35 11:20 05:03 11:52 11:55 05:54 05:17 17:22 04:47 12:03 11:55 12:15 03:55 17:09 03:55 11:50 11:03 00:00 13:34 00:00 09:53 11:50 04:45 11:33 00:45 12:15 00:31 11:24 05:16 12:15 11:59 02:17 11:47 18:52 11:56 11:40 11:55 11:48 21:05
12.63 9.42 6.77 11.99 5.58 9.29 12.31 15.90 13.17 19.23 19.23 10.89 15.68 15.60 13.42 10.80 15.65 10.75 9.48 7.36 20.22 16.95 17.58 22.77 9.83 12.71 13.51 12.19 12.18 20.11 44.66 29.05 14.60 59.20 28.36 13.51 11.51 6.66 2.49 16.57 9.30 1.29 11.94 11.64 3.10 6.35 3.82 6.29 3.82 7.78 11.54 8.46 7.97 4.56 2.48 2.90 4.20 3.57 3.97 6.21
3 3 3 3 2 2 3 3 3 1 1 3 3 3 2 3 3 3 2 3 3 3 2 3 2 2 3 3 1 1 2 2 2 3 2 3 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 3 2 1 0 2 2 0 0 2
05:12 05:08 03:20 05:58 11:20 11:43 03:31 04:09 01:57 04:05 04:05 02:36 04:36 05:54 09:50 03:31 05:54 03:31 11:05 04:08 04:54 03:58 11:21 01:53 12:24 09:49 05:55 05:24 22:15 13:42 11:59 11:56 12:16 03:32 03:35 03:18 11:48 10:38 12:17 13:35 12:16 21:42 12:15 04:32 11:33 13:57 12:15 00:26 12:15 12:20 12:15 05:50 09:25 20:29 18:52 11:59 11:32 21:06 23:39 03:20
1.44 0.99 1.04 1.03 2.20 2.28 1.29 1.77 1.44 1.43 1.43 0.93 1.34 1.56 1.21 1.12 1.61 1.10 0.96 1.03 1.64 1.94 1.65 1.88 0.85 1.06 6.22 21.52 17.62 17.03 3.10 1.07 1.14 15.74 7.41 3.31 3.76 1.92 23.72 5.09 16.84 0.86 6.27 15.72 21.42 28.48 20.47 34.60 41.37 22.07 1.98 6.14 14.66 10.27 24.83 13.22 18.62 18.60 14.07 11.83
1.78 1.22 1.32 1.28 0.86 1.04 1.59 2.60 1.78 2.00 2.00 1.32 1.66 3.48 1.94 2.31 3.48 2.67 1.20 1.28 2.03 2.40 2.04 2.33 2.88 1.42 4.85 4.58 2.65 4.70 3.84 4.14 5.40 11.38 5.40 2.39 2.72 1.38 8.20 3.66 12.14 0.62 1.86 3.09 2.72 5.30 2.74 4.97 9.87 6.32 5.74 3.45 4.57 3.92 2.68 1.63 4.97 2.47 3.31 3.19
3 3 0 3 2 2 2 0 3 1 1 2 3 0 2 0 0 0 2 3 3 3 2 3 0 2 3 3 1 1 2 2 2 3 1 3 2 2 0 2 0 2 2 3 2 3 2 3 2 3 2 2 2 2 0 2 2 2 2 0
05:09 05:09 20:44 05:58 11:25 11:24 11:56 00:00 02:44 05:04 05:04 11:58 03:00 19:08 10:25 13:27 19:08 17:18 10:51 04:21 04:54 04:35 11:20 05:03 16:03 09:48 05:54 05:17 17:22 04:47 12:03 11:55 12:15 03:55 17:09 03:55 11:50 11:03 00:00 13:34 00:00 09:53 11:50 04:45 11:33 00:45 12:15 00:31 11:24 05:16 12:15 11:59 02:17 11:47 18:52 11:56 11:40 11:55 11:48 21:37
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.41 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 0 0 0 0 1 2 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2
10:16 10:11 11:53 10:51 08:57 08:57 10:53 09:32 11:49 20:56 20:56 11:58 11:32 08:51 11:21 11:32 08:51 11:32 10:59 11:30 11:27 11:54 08:45 11:32 11:48 10:10 00:50 19:54 19:31 19:30 23:13 21:57 12:15 15:27 22:20 10:55 11:08 19:29 00:00 23:08 00:00 23:13 18:28 20:30 19:52 19:53 19:52 19:53 18:23 07:10 14:43 20:44 18:22 18:37 17:46 18:57 19:27 20:01 20:01 08:02
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 2.50 2.50 4.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 2.39 0.94 2.39 2.95 2.40 1.33 1.33 1.33 1.33 0.83 1.50 1.20 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00
Tier 1 Improvements H&H Model Results Report Page - 39 of 62 10 Year 72 Hour Event
U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.23 7.63 2.87 4.25 4.30 4.06 3.98 3.76 5.23 7.42 3.97 7.57 4.99 4.28 9.06 3.18 3.95 14.05 3.41 4.26 4.25 10.03 6.26 8.06 13.80 11.23 6.41 7.51 7.43 6.48 22.63 22.85 3.47 16.62 22.81 30.80 16.24 8.42 4.47 6.85 7.56 6.46 6.70 7.05 4.32 22.24 10.39 5.70 5.17 19.94 8.85 5.02 7.91 7.27 7.95 9.11 6.16 4.53 5.01 4.70
2 3 0 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 2 1 2 3 2 2 2 0 3 1 3 3 3 3 3 3 2 3 1 2 2 3 2 2 3 3 3 3 3 3 3
11:36 05:13 20:02 01:30 08:47 10:25 11:59 10:11 10:04 10:25 09:40 09:35 04:49 09:40 10:57 11:53 03:07 05:05 11:53 11:53 11:51 11:52 05:36 05:45 05:56 07:59 09:49 10:02 08:47 09:43 20:38 05:46 05:36 05:46 10:22 08:51 20:13 02:30 04:47 00:14 01:11 00:02 01:33 01:48 05:58 10:08 03:56 08:20 09:50 06:59 05:40 08:47 10:19 05:41 05:41 04:33 05:41 04:20 04:22 05:58
4.35 6.77 2.70 3.51 3.37 3.00 3.49 3.31 4.06 4.40 3.08 5.72 4.62 2.96 6.76 2.35 2.61 9.37 2.28 3.71 3.77 8.25 4.22 6.56 8.32 9.74 5.73 5.85 6.05 5.32 13.02 17.35 3.02 15.99 22.01 26.49 15.23 7.31 3.99 6.56 6.68 6.01 6.17 6.19 4.01 20.38 7.39 4.68 4.17 10.26 7.44 4.46 5.64 6.10 6.09 6.10 5.39 3.35 3.89 3.60
2 3 3 2 2 2 2 2 2 2 2 2 3 1 2 2 3 2 2 3 2 2 3 2 3 0 2 2 2 2 1 1 3 2 2 2 1 3 1 3 3 2 3 3 3 2 3 2 2 2 3 1 2 3 2 0 3 3 3 3
11:50 05:50 04:16 08:48 10:05 10:26 12:00 09:48 07:19 09:05 11:10 11:24 04:50 20:40 11:10 06:23 03:08 11:58 11:52 03:05 11:52 11:52 05:58 11:52 05:45 20:28 10:12 10:12 10:03 09:50 22:02 19:50 05:38 05:46 10:02 10:02 04:13 03:21 13:42 03:01 00:15 14:01 01:31 00:30 05:36 06:12 05:41 07:32 09:59 11:25 05:41 00:34 10:13 05:42 09:44 21:11 05:42 04:26 04:43 05:56
16.28 27.06 21.68 27.34 28.35 33.12 1.33 28.54 22.55 16.62 27.98 27.47 18.18 19.82 39.37 21.43 31.49 0.19 27.77 33.93 28.19 23.05 18.40 32.12 31.33 66.70 43.31 21.71 24.63 44.73 26.91 30.73 24.89 38.55 32.35 32.59 63.99 23.97 23.19 31.06 29.06 44.66 32.11 0.42 23.19 38.80 21.52 26.23 38.84 14.22 1.12 41.77 18.55 30.22 43.52 9.96 48.98 28.84 30.32 9.19
5.51 3.80 2.54 3.76 3.81 3.59 3.52 3.32 4.63 6.56 3.51 6.69 2.48 2.42 8.08 2.81 3.50 1.99 3.02 3.77 3.76 4.99 5.53 4.63 6.94 9.93 5.66 6.64 6.57 5.73 11.32 11.37 3.07 8.27 7.26 9.87 14.36 7.45 3.95 6.05 6.68 5.71 5.46 2.25 3.82 7.08 9.18 5.04 4.57 6.35 4.40 4.61 2.52 3.61 7.08 4.53 5.44 4.01 4.43 4.16
2 3 0 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 2 2 3 3 3 2 2 2 2 2 1 2 3 2 2 2 0 3 1 3 3 3 3 3 3 2 3 1 2 2 3 2 2 3 3 3 3 3 3 3
11:36 05:13 20:02 01:30 08:47 10:25 11:59 10:11 10:04 10:25 09:40 09:35 04:49 09:40 10:57 11:53 03:07 05:05 11:53 11:53 11:51 11:52 05:36 05:45 05:56 07:59 09:49 10:02 08:47 09:43 20:38 05:46 05:36 05:46 10:22 08:51 20:13 02:30 04:47 00:14 01:11 00:02 01:33 01:48 05:58 10:08 03:56 08:20 09:50 06:59 05:40 10:09 10:19 05:41 05:41 04:33 05:41 04:20 04:22 05:58
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
19:24 19:44 19:30 19:20 19:20 19:20 20:00 19:20 19:20 19:20 19:20 19:20 09:46 19:24 19:17 18:05 18:05 09:27 18:05 18:05 18:05 19:03 21:19 19:03 19:03 18:05 18:05 18:05 18:05 18:05 19:03 19:03 21:19 19:03 19:20 19:28 18:05 18:05 18:05 18:05 18:05 18:05 18:14 19:19 21:19 17:21 12:14 18:05 18:05 19:53 19:03 19:05 19:59 19:03 19:17 19:24 19:20 19:17 19:17 21:19
1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.58 1.19 1.16 1.19 1.20
Tier 1 Improvements H&H Model Results Report Page - 40 of 62 10 Year 72 Hour Event
U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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5.66 3.82 5.96 43.16 9.17 4.11 4.14 7.00 8.44 6.73 5.16 3.72 4.42 4.52 4.57 1.84 3.99 2.66 2.21 2.29 3.29 3.78 3.78 6.58 3.80 6.20 6.29 5.70 8.11 3.30 5.33 6.92 5.47 5.37 5.52 8.29 7.30 7.05 11.73 12.29 21.71 15.24 12.24 9.69 15.45 2.19 12.54 4.71 4.63 11.93 5.20 8.04 2.93 7.12 2.49 5.57 5.86 5.86 12.84 3.76
3 3 1 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 3 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 2 3 2 2 2 2 2 2 2 3
05:41 05:41 12:27 03:37 09:07 11:56 08:15 11:33 22:09 23:49 10:27 09:37 06:44 11:49 05:24 05:28 05:48 11:06 11:23 11:24 11:53 11:17 11:05 10:42 05:14 04:47 05:33 07:21 11:16 11:42 11:44 05:42 05:14 11:46 05:21 11:45 11:53 11:46 11:54 11:54 11:43 11:29 11:26 05:26 05:12 11:18 11:22 05:18 05:20 05:23 11:47 05:39 11:52 11:53 11:10 11:16 09:51 09:33 11:43 05:55
3.55 3.14 5.05 39.81 7.54 3.37 4.13 4.90 6.73 6.53 5.00 3.03 3.64 3.56 3.55 1.52 3.28 1.94 2.12 2.23 2.63 2.64 2.64 5.40 3.26 5.76 4.77 3.69 4.94 2.88 4.15 5.26 4.84 5.13 4.68 7.08 6.19 5.94 8.02 8.57 11.31 10.76 9.59 8.75 8.06 1.90 10.81 3.77 3.60 5.53 4.68 6.66 2.84 6.26 1.85 3.51 4.85 4.89 7.60 3.16
3 3 1 2 2 2 2 2 2 3 2 2 3 2 3 3 3 2 2 2 3 2 2 2 3 3 3 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 3 1 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2
05:42 05:54 12:56 02:01 06:59 11:57 08:15 10:25 22:33 00:50 11:18 10:00 05:12 11:50 05:24 05:32 05:49 11:20 13:29 13:28 05:52 10:10 11:55 10:53 05:23 04:48 04:42 06:25 11:19 11:42 05:54 11:44 05:49 11:54 11:40 11:52 11:47 11:53 11:55 11:55 11:36 11:29 11:29 05:27 15:47 12:39 11:35 05:43 05:34 11:47 11:47 11:54 11:53 11:54 09:59 11:22 11:07 09:51 09:25 11:58
20.09 44.34 48.71 12.89 32.57 30.48 56.69 11.74 28.76 0.88 0.27 25.56 25.88 30.77 14.04 13.53 20.73 27.01 19.48 20.10 23.17 24.86 24.05 18.81 27.39 18.33 20.02 17.08 20.75 69.17 41.01 28.23 37.88 46.96 32.05 34.72 25.63 24.61 45.02 45.71 50.90 0.78 1.16 31.10 0.66 20.52 46.43 43.40 1.86 30.63 49.56 28.44 25.83 54.61 19.50 18.00 17.12 20.50 41.10 33.28
5.00 4.87 5.27 9.54 8.10 3.64 5.27 5.14 10.74 8.57 5.16 3.29 3.91 4.00 4.04 1.63 3.53 2.35 1.95 2.02 2.91 3.34 3.34 5.82 3.36 5.48 5.56 5.04 7.17 6.56 4.71 6.12 4.84 4.75 4.88 7.33 3.63 3.51 5.83 6.11 6.91 4.85 6.09 4.82 4.92 1.94 6.24 4.17 4.10 10.55 4.60 4.00 2.59 5.80 2.20 4.93 2.91 2.91 11.35 3.33
3 3 1 2 2 2 2 1 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 3 3 3 2 2 2 2 3 3 2 3 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 2 3 2 2 2 2 2 2 2 3
05:41 05:41 12:27 03:37 09:07 11:56 08:15 12:02 22:09 23:49 10:10 09:37 06:44 11:49 05:24 05:28 05:48 11:06 11:23 11:24 11:53 11:17 11:05 10:42 05:14 04:47 05:33 07:21 11:16 11:42 11:44 05:42 05:14 11:46 05:21 11:45 11:53 11:46 11:54 11:54 11:43 11:29 11:26 05:26 05:12 11:18 11:22 05:18 05:20 05:23 11:47 05:39 11:52 11:53 11:10 11:16 09:51 09:33 11:43 05:55
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 2 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0
19:17 19:14 19:17 19:58 19:05 21:19 19:05 11:29 10:14 08:53 07:28 15:49 15:49 15:49 21:19 21:19 21:19 19:24 19:25 19:25 21:19 19:16 19:16 19:17 19:20 19:19 19:19 19:16 19:19 18:41 19:42 19:23 19:20 19:19 19:10 19:18 05:20 04:55 03:05 13:05 02:44 21:18 19:11 18:26 19:07 21:19 17:10 17:23 19:12 19:13 19:23 19:46 21:19 19:13 19:44 19:43 23:22 06:53 19:12 21:17
1.20 1.00 1.20 2.40 1.20 1.20 0.97 1.50 0.90 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20
Tier 1 Improvements H&H Model Results Report Page - 41 of 62 10 Year 72 Hour Event
U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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24.16 3.63 7.26 4.29 3.59 5.83 3.44 14.21 5.15 5.11 6.52 5.78 7.46 4.77 5.74 4.80 4.37 14.48 6.67 4.50 5.46 4.13 28.99 7.01 9.71 7.88 7.10 8.98 5.07 6.82 4.12 9.88 15.50 12.93 7.18 8.16 6.21 8.76 7.54 9.14 5.98 10.68 18.78 11.86 10.90 15.48 20.02 16.35 19.60 21.66 9.20 29.41 23.34 25.96 47.15 67.88 41.62 116.01 16.59 18.57
2 2 2 2 2 2 2 2 2 3 3 3 3 2 3 3 3 3 2 2 2 2 0 0 0 0 0 2 0 2 0 3 3 3 3 3 2 3 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
18:58 11:47 10:26 11:46 11:29 10:11 11:45 10:46 11:47 05:11 04:38 05:10 02:50 11:38 04:01 05:41 03:34 05:28 11:38 11:49 11:58 11:50 18:57 18:45 19:08 18:45 18:06 03:42 23:27 09:23 18:11 00:46 00:47 01:33 03:20 01:38 11:55 00:28 11:55 11:48 11:52 11:51 00:01 05:14 00:13 09:12 08:45 09:12 09:42 10:27 22:37 11:33 08:35 09:41 09:11 09:58 09:16 12:01 08:46 11:12
23.41 2.10 5.10 3.31 3.10 3.58 2.61 10.13 3.43 2.56 4.83 5.68 4.58 3.37 4.21 4.18 3.72 10.48 6.47 3.18 3.16 3.04 21.11 6.21 5.59 6.43 4.96 8.40 4.06 5.11 3.73 5.69 13.65 12.74 5.58 8.00 5.45 7.53 6.90 6.21 4.92 8.11 15.45 10.96 10.64 10.74 15.72 10.15 10.41 15.92 8.49 17.58 22.82 24.73 36.11 62.24 37.16 85.96 15.57 18.25
2 2 2 2 2 1 2 2 3 2 3 3 3 3 2 3 3 3 2 2 3 2 0 0 0 0 0 2 0 2 0 3 3 3 2 3 2 3 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
21:32 11:51 09:43 11:47 11:33 05:21 12:31 10:13 05:18 11:49 04:54 05:10 03:29 03:36 11:51 05:16 03:47 05:12 11:39 11:52 05:05 11:53 22:28 19:08 18:49 18:49 17:53 07:23 18:11 09:25 18:24 05:59 00:30 00:47 11:53 01:38 09:15 00:31 12:04 12:08 11:55 00:12 00:02 00:27 05:17 22:03 08:44 05:01 09:51 05:03 22:38 08:17 11:16 09:59 10:16 08:54 11:37 11:49 08:47 11:12
7.76 35.19 16.19 38.54 20.83 0.74 30.68 8.50 17.79 18.89 11.65 15.68 11.25 0.47 0.35 1.25 41.77 14.75 51.38 34.81 20.64 30.70 69.31 10.31 3.66 30.10 27.13 16.47 35.51 34.17 60.60 1.80 11.82 1.96 25.19 5.75 7.23 11.99 12.61 11.74 23.32 28.48 3.64 1.74 1.80 4.31 2.04 0.83 1.81 1.83 1.78 1.50 2.90 5.04 3.65 2.86 0.72 1.98 1.55 0.77
1.92 3.21 6.42 3.79 3.18 5.16 3.04 4.52 2.56 2.54 3.69 3.27 4.22 2.37 2.86 4.25 3.87 3.20 6.06 3.98 4.83 3.37 23.62 5.71 5.55 4.46 4.02 5.08 4.49 7.40 4.48 3.45 1.93 16.47 6.35 1.80 1.37 1.94 1.67 2.02 2.98 5.31 5.98 5.90 5.42 7.82 6.67 5.31 9.76 6.92 2.93 9.48 7.43 8.45 10.45 9.60 7.75 9.69 8.25 9.36
2 2 2 2 2 2 2 2 2 3 3 3 3 2 3 3 3 3 2 2 2 2 0 0 0 0 0 2 0 2 0 1 3 3 3 3 2 3 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
18:58 11:47 10:26 11:46 11:29 10:11 11:45 10:46 11:47 05:11 04:38 05:10 02:50 11:38 04:01 05:41 03:34 05:28 11:38 11:49 11:58 11:50 18:57 18:45 19:08 18:45 18:06 03:42 23:27 09:23 18:11 09:27 00:47 01:33 03:20 01:38 11:55 00:28 11:55 11:48 11:52 11:51 00:01 05:14 00:13 11:46 08:45 09:42 09:42 10:27 22:37 11:33 08:35 09:41 09:11 09:58 09:16 12:01 08:46 11:11
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 1 2 2 2 2 2 1 1 0 1 1 1 1 0 0 1 1 1 1 1 1 2 2 2 1 2
07:25 19:23 21:19 19:23 18:05 19:19 19:15 06:01 20:40 20:39 18:26 19:55 19:55 20:39 20:39 19:14 19:12 08:24 14:14 18:23 18:22 18:22 17:22 17:26 17:39 17:39 17:39 17:27 17:27 17:21 17:22 11:55 01:50 17:41 01:28 07:10 07:09 07:09 07:27 07:24 03:37 03:37 23:59 00:51 00:59 15:28 21:54 18:44 18:47 12:01 00:20 12:20 20:26 15:31 15:31 08:44 08:59 08:46 12:17 08:45
4.00 1.20 1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.50 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.25 1.50 1.50 1.50 1.50 1.20 1.08 1.08 3.83 3.20 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 2.00 1.60 2.00 2.00 2.00 2.00 2.00 2.40 3.00 2.80 4.00 1.60 1.60
Tier 1 Improvements H&H Model Results Report Page - 42 of 62 10 Year 72 Hour Event
U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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17.49 47.92 4.71 4.01 4.32 3.25 8.59 7.77 9.06 26.96 31.86 16.88 16.65 15.49 1.58 41.42 28.82 29.54 13.82 21.08 33.49 15.24 7.56 13.64 27.67 5.74 25.80 18.55 26.71 7.09 4.32 2.47 9.05 9.46 10.04 5.03 4.45 3.74 3.02 5.09 1.94 9.31 3.81 4.93 6.86 3.90 2.28 4.10 4.20 3.76 4.00 4.93 4.75 6.72 7.05 10.52 8.23 7.26 6.79 2.58
2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 1 1 1 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:45 11:40 00:47 11:38 23:28 18:28 08:46 08:57 02:37 22:48 08:53 22:02 21:19 10:02 11:44 01:38 17:32 16:14 23:12 23:08 23:00 05:28 03:57 11:13 11:26 10:22 12:36 20:16 13:01 12:35 12:35 12:04 11:55 04:59 21:26 14:47 12:58 11:50 12:35 11:49 11:53 12:15 11:13 21:13 11:05 22:34 11:16 11:53 11:32 11:37 13:57 13:57 13:53 11:43 13:58 13:59 13:59 13:54 13:54 11:43
14.67 47.74 4.62 3.45 4.31 3.25 6.03 7.12 8.61 25.68 28.12 14.56 14.56 9.89 1.40 35.89 23.86 19.18 12.27 17.62 31.32 11.46 6.86 11.44 22.55 5.63 24.32 16.97 15.61 4.78 3.16 2.47 8.07 8.58 9.39 5.00 4.40 3.28 3.02 3.74 1.84 9.30 3.04 3.63 4.27 3.10 2.15 3.63 3.63 3.60 3.63 3.82 4.06 4.26 6.72 7.15 7.89 6.54 6.54 2.34
2 2 3 2 2 2 2 2 3 2 2 2 2 3 2 1 2 2 2 2 2 3 3 2 2 2 2 2 2 3 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:46 11:41 02:08 11:38 23:34 18:29 12:07 08:57 02:40 13:35 23:36 21:06 21:17 05:29 11:51 06:04 13:35 08:54 23:07 13:09 23:48 05:17 05:43 11:13 11:29 10:23 12:36 13:54 18:34 00:53 22:47 12:04 04:45 04:47 11:53 14:48 12:59 11:50 12:36 21:26 11:54 12:16 11:29 22:36 10:41 14:59 11:12 16:30 16:30 11:25 16:30 15:00 13:57 12:03 13:59 13:57 13:54 12:18 12:18 10:38
3.04 1.10 4.95 17.93 50.62 35.95 2.44 0.90 10.80 1.37 20.08 10.52 17.00 0.40 16.29 1.35 29.37 1.15 0.69 7.28 0.39 5.58 1.52 31.94 0.50 36.44 18.65 0.56 72.57 27.37 30.31 15.69 0.27 29.68 1.73 55.28 1.43 1.02 22.02 0.92 24.44 1.31 0.06 0.07 17.55 0.87 0.73 31.42 16.49 27.20 32.35 34.47 15.70 12.02 1.11 12.67 0.62 0.86 0.71 22.36
4.63 15.25 5.12 4.35 5.50 4.14 2.75 3.86 2.88 8.58 7.04 4.73 4.72 3.42 1.71 13.19 6.94 6.53 4.40 6.71 4.16 1.21 5.42 4.88 2.20 7.87 5.26 11.15 19.14 4.01 3.82 2.02 2.00 4.71 4.99 6.40 3.94 3.31 2.46 2.53 2.47 4.63 2.33 2.81 5.59 3.45 2.02 3.63 3.71 3.07 3.53 4.36 2.36 3.34 3.51 5.23 7.28 6.42 8.64 2.28
2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 1 2 1 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:45 11:40 00:47 11:38 23:28 18:28 08:46 08:57 02:37 22:48 08:53 21:15 21:19 10:02 11:44 01:38 06:58 16:14 23:12 23:08 23:00 05:28 03:57 11:13 11:26 09:40 12:36 13:54 13:01 12:35 12:35 12:04 11:55 04:59 21:26 14:47 12:58 11:50 12:35 11:49 11:53 12:15 11:13 11:12 11:05 22:34 11:16 11:53 11:32 11:37 13:57 13:57 13:53 11:43 13:58 13:59 13:59 13:54 13:54 11:43
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 0 0 0 0 2 2 1 0 0 2 2 0 0 0 0 0 2 2 2 2 2 1 2 2 2 2 2 2 2 0 2 0 0 2 0 1 0 1 0 2 2 2 0 1 0 0 0 0 0 0 1 1 1 0 2 2 2 0
08:48 05:03 19:40 16:28 15:32 15:32 08:46 08:46 00:49 23:22 23:56 21:19 21:19 21:20 16:28 22:12 23:56 23:21 10:30 11:50 11:51 08:47 06:19 15:30 09:02 11:45 07:33 11:42 11:41 11:43 11:41 17:03 07:34 17:05 19:10 10:50 19:06 10:13 17:03 07:34 16:12 11:28 11:53 11:53 17:02 05:17 21:03 20:12 20:12 17:03 20:12 20:12 18:27 18:27 17:00 19:47 11:48 11:48 09:33 21:19
2.40 2.00 1.08 1.08 1.00 1.00 2.00 1.60 2.00 2.00 2.40 2.40 2.40 2.40 1.08 2.00 2.40 2.40 2.00 2.00 3.20 4.00 1.33 2.00 4.00 1.20 2.50 1.54 1.21 1.49 1.09 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 1.20 1.60 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.20 1.20 0.39 1.20
Tier 1 Improvements H&H Model Results Report Page - 43 of 62 10 Year 72 Hour Event
U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.24 2.42 10.73 4.09 12.88 3.52 3.81 3.63 11.42 4.53 4.56 3.51 4.08 8.02 16.36 7.81 11.28 12.39 5.41 7.15 6.65 10.01 14.67 9.62 10.95 11.85 6.63 5.84 3.16 8.93 3.06 2.34 5.37 5.37 5.37 8.66 5.84 4.26 2.49 2.35 5.46 3.46 7.32 6.17 5.39 6.98 15.82 12.60 3.23 34.45 45.19 4.24 4.54 4.76 12.83 9.04 2.47 3.47 8.59 8.06
2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 3 2 2 2 2 2 3 2 2 2
08:48 11:00 11:50 10:50 11:32 11:25 11:56 10:28 10:18 11:49 05:14 11:40 05:23 11:13 11:42 11:49 11:50 11:50 11:49 15:00 02:59 11:53 05:26 05:49 05:59 05:08 11:58 11:51 11:51 11:10 11:50 11:50 12:15 12:15 12:15 11:58 11:58 11:53 11:36 11:36 12:15 11:23 03:32 11:57 13:39 13:34 10:37 09:42 05:52 02:27 02:26 11:56 11:52 11:46 10:03 11:58 05:59 11:10 11:42 10:22
5.02 2.05 5.85 3.29 6.54 3.00 3.27 3.17 8.53 3.36 3.56 3.01 2.83 6.89 8.66 5.19 8.23 10.23 3.66 7.15 6.65 8.97 12.23 8.70 10.85 10.05 4.02 3.89 1.95 5.42 1.78 1.89 5.37 5.36 5.36 8.27 4.96 3.52 2.29 2.23 5.42 2.73 5.86 5.81 5.17 4.27 11.46 9.31 2.94 32.41 45.18 3.38 3.88 4.15 10.16 8.16 2.46 3.10 5.83 7.22
1 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 0 2 3 2 2 3 3 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 3 3 3 2 2 2 3 2 2 2
10:21 10:54 11:48 10:27 12:00 10:59 11:50 10:10 11:25 11:42 05:45 05:12 11:05 11:20 10:52 04:44 11:45 11:33 21:44 15:00 03:00 11:55 11:03 05:53 05:59 05:17 11:59 12:15 13:54 10:53 11:51 11:55 12:15 12:15 12:15 12:15 12:15 11:54 11:30 11:33 12:15 11:32 02:28 12:15 14:46 14:56 05:12 10:38 05:53 02:27 02:27 06:00 06:00 12:17 10:30 11:58 06:00 11:22 11:13 11:02
20.18 21.86 12.88 15.73 0.38 28.71 32.70 30.80 16.43 11.43 37.36 24.74 16.43 15.62 13.11 0.61 21.38 30.37 26.29 2.19 36.30 22.69 13.92 20.53 18.86 5.49 6.14 16.77 24.86 23.19 25.47 21.45 28.11 23.80 33.16 14.01 19.12 33.45 20.94 20.92 19.72 28.21 58.21 49.17 46.08 25.15 40.77 38.62 28.00 53.71 85.99 1.35 15.48 32.25 8.81 8.71 28.94 40.24 8.31 13.27
5.51 2.14 5.34 2.04 4.10 3.11 3.37 3.21 5.68 1.44 4.03 3.10 2.03 2.55 5.21 2.49 3.59 6.16 4.79 6.32 5.88 3.18 4.67 3.06 3.49 1.68 3.30 2.91 2.79 7.90 2.71 2.08 4.74 4.75 4.75 7.66 5.16 3.76 2.20 2.08 3.09 3.06 6.47 5.67 5.04 3.47 7.87 6.30 2.85 19.41 36.83 3.45 3.70 4.00 2.84 2.00 3.15 4.42 1.90 4.01
2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 3 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 1 3 2 2 2 2 2 3 2 2 2
08:48 11:00 11:50 10:50 11:32 11:25 11:56 10:28 10:18 11:49 05:14 11:40 05:23 11:13 11:42 11:49 11:50 11:50 11:49 15:00 02:59 11:53 05:26 05:49 05:59 05:08 11:58 11:51 11:51 11:10 11:50 11:50 12:15 12:15 12:15 11:58 11:58 11:53 11:36 11:36 12:15 11:23 03:32 11:57 13:39 13:34 10:37 15:03 05:52 19:12 02:26 11:56 11:52 11:17 10:03 11:58 05:59 11:10 11:42 10:22
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 1 1 0 0 0 0 1 0 0 0 1 2 2 2 0 0 0 0 0 0 0 0 0 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0
21:19 21:19 02:53 02:00 20:04 21:19 21:19 21:19 01:11 19:01 21:19 21:18 05:29 05:40 05:17 05:29 20:44 19:44 15:25 15:44 15:44 20:44 20:44 20:44 20:44 05:49 11:50 11:50 11:49 19:44 11:48 11:48 05:09 05:11 05:16 05:17 05:17 05:16 05:03 05:01 11:54 19:43 21:28 15:37 21:26 11:55 06:22 22:51 19:36 20:56 20:12 13:22 16:08 16:52 19:49 19:53 16:08 16:09 20:15 18:54
1.20 1.20 1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 1.20 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.47 1.20 1.20 1.20 0.95 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60
Tier 1 Improvements H&H Model Results Report Page - 44 of 62 10 Year 72 Hour Event
U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.39 8.15 4.30 12.87 8.47 10.28 3.82 15.65 14.95 19.89 15.43 30.01 8.05 16.31 13.56 6.30 5.13 5.07 4.28 8.95 5.69 6.16 4.53 5.71 4.54 2.37 2.64 3.12 3.25 2.76 4.67 3.95 3.99 5.36 3.54 3.55 6.44 4.94 6.44 7.26 8.59 4.37 4.45 7.67 6.64 13.40 6.32 12.91 4.40 5.06 6.86 4.89 4.52 13.41 7.54 7.46 3.26 6.96 7.52 7.01
2 2 2 2 2 3 2 3 3 3 2 3 3 3 3 3 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2
08:21 11:17 11:28 11:36 11:21 05:00 11:16 03:49 04:49 02:13 11:49 00:30 05:09 01:32 05:11 02:36 13:53 10:48 17:52 22:56 10:03 10:25 10:26 04:35 23:28 12:03 12:03 11:59 11:59 11:48 11:28 11:49 07:50 10:34 12:15 12:15 12:15 03:11 12:15 12:15 11:58 11:45 11:49 11:34 11:58 11:53 20:16 05:30 11:16 11:38 11:42 03:11 11:22 11:51 20:55 19:52 11:43 20:38 20:49 20:49
2.95 5.57 3.28 7.68 5.00 9.45 3.03 13.06 12.60 18.02 14.75 20.23 7.51 15.52 10.37 4.80 4.77 3.35 4.03 4.43 5.13 5.05 3.79 5.61 3.05 1.63 2.28 1.96 1.81 2.48 3.90 3.38 2.75 2.42 3.54 3.54 6.44 3.99 6.42 7.19 8.33 3.24 3.15 6.75 5.69 9.05 6.01 10.47 3.60 3.80 4.64 4.00 4.47 5.80 7.01 6.67 2.68 6.61 6.21 4.78
2 2 2 2 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 2 2 3 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2
01:53 11:06 11:28 11:39 08:59 05:01 05:19 01:02 04:49 03:29 11:50 05:15 05:20 01:33 05:23 02:57 02:34 05:49 02:38 03:36 06:52 01:25 23:36 04:36 02:54 12:03 12:04 11:55 11:53 11:49 04:39 11:49 07:51 12:00 12:15 12:15 12:15 03:00 12:15 12:15 11:53 11:03 11:15 11:48 11:59 11:21 20:23 05:25 23:01 11:38 09:46 11:43 11:35 12:03 20:55 20:16 11:43 20:39 20:39 20:17
22.37 0.13 19.69 18.83 10.96 20.31 22.36 6.23 9.72 12.50 16.82 5.31 60.82 31.70 22.54 30.17 36.97 22.14 42.99 37.66 49.08 51.81 45.25 19.45 29.87 23.13 23.01 27.94 34.10 26.08 24.88 25.17 29.19 28.90 21.51 10.73 21.53 32.41 18.34 5.13 75.13 24.58 16.59 19.96 23.97 5.09 55.12 0.54 24.33 18.58 20.39 24.70 15.04 9.66 12.86 42.00 26.27 35.88 25.17 24.09
3.88 2.59 2.43 10.49 2.70 3.27 3.38 4.98 3.31 4.40 3.41 2.60 10.25 8.11 6.74 5.57 6.53 4.48 5.61 11.40 7.25 7.84 5.77 5.20 5.90 3.02 3.36 3.97 4.13 3.85 4.13 5.03 5.08 4.82 3.13 1.76 3.20 4.36 3.35 2.98 7.68 3.87 2.21 3.82 3.30 2.96 5.59 4.11 3.89 2.51 3.41 4.32 2.25 4.27 2.40 6.60 2.88 6.16 3.74 3.49
2 2 2 2 2 3 2 3 3 3 2 3 3 3 3 3 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2
08:21 11:17 11:28 11:36 11:21 05:00 10:40 03:49 04:49 02:13 11:49 00:30 05:09 01:32 05:11 02:36 13:53 10:48 17:52 22:56 10:03 10:25 10:26 04:35 23:28 12:03 12:03 11:59 11:59 11:48 11:28 11:49 07:50 10:34 12:15 12:15 12:15 03:11 12:15 12:15 11:58 11:45 11:49 11:34 11:58 11:53 20:16 05:30 11:16 11:38 11:42 03:11 11:22 11:51 20:55 19:52 11:43 20:38 20:49 20:49
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 2 2 0 1 0 0 1 2 0 1 2 2 2 2 2 0 1 0 2 2 2 2 0 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 2 0 2 2 2
19:35 07:02 16:43 15:38 19:00 19:03 19:35 19:03 20:04 17:26 17:38 00:09 23:14 18:25 17:05 11:47 07:41 19:35 00:44 23:26 23:27 10:57 07:43 19:34 17:53 11:32 11:48 11:55 11:59 11:59 19:35 06:00 20:10 07:50 11:52 12:04 12:14 19:34 12:15 12:15 12:11 09:03 10:01 09:55 09:56 11:46 09:06 20:45 07:36 09:15 09:07 19:34 09:10 09:57 09:57 07:22 19:34 07:23 09:10 09:09
1.20 2.00 1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.60 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60
Tier 1 Improvements H&H Model Results Report Page - 45 of 62 10 Year 72 Hour Event
U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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7.37 4.34 10.21 7.13 16.79 14.95 27.66 14.70 10.93 11.04 15.94 6.99 3.74 8.23 6.69 2.59 3.72 5.83 7.68 4.74 3.76 5.48 30.43 10.89 5.75 4.41 7.94 0.00 8.67 9.62 3.20 13.22 9.40 9.31 6.12 23.49 14.23 7.23 5.40 11.38 7.32 6.47 12.03 6.94 8.00 8.00 226.11 3.27 14.80 0.00 53.96 17.86 92.85 67.91 5.44 60.35 54.86 121.52 14.11 4.28
2 3 2 2 2 3 3 2 2 3 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3 0 0 2 2 2 0 2 2 2 3 2 2 2 2 3 2
19:52 04:21 20:30 10:10 11:16 03:25 05:11 14:00 21:43 02:01 05:16 15:03 04:11 11:32 11:32 11:51 10:49 11:28 11:25 10:41 10:36 10:31 15:22 11:16 11:58 12:15 12:15 00:00 12:00 21:03 14:00 20:55 22:47 21:00 11:41 10:34 21:17 05:23 03:51 12:05 00:28 05:07 04:24 00:51 17:03 17:03 13:30 11:59 10:23 00:00 13:09 21:06 20:41 05:58 12:15 22:06 22:01 12:03 04:29 19:35
5.76 3.77 6.96 5.47 11.05 14.37 16.33 13.43 9.81 9.81 11.11 6.99 3.36 7.56 4.69 2.36 3.05 4.90 6.86 3.99 3.31 4.23 29.35 10.56 5.20 4.41 7.94 0.00 7.42 8.46 2.49 12.98 7.45 8.87 5.13 17.90 13.11 7.04 5.03 9.72 6.48 5.93 7.48 6.46 8.00 8.00 166.65 2.49 14.70 0.00 37.63 10.00 58.74 25.84 5.44 27.09 35.03 52.91 10.84 4.11
2 2 2 2 2 3 3 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 3 0 0 2 2 2 0 2 2 2 3 2 2 2 2 3 2
20:42 11:24 20:16 10:57 05:01 03:29 04:58 13:56 23:23 12:05 00:01 15:03 04:29 11:34 11:35 11:51 10:43 10:41 10:59 10:28 13:02 10:52 15:34 11:59 12:05 12:15 12:15 00:00 12:15 21:03 12:17 21:46 21:31 21:09 00:45 10:14 20:51 05:23 04:39 12:05 03:28 00:46 13:53 03:35 17:04 17:04 13:29 12:17 10:23 00:00 22:27 21:55 16:39 05:58 12:15 12:24 20:20 12:01 03:52 13:21
24.74 29.05 11.45 5.78 4.28 1.42 2.69 15.08 16.66 15.41 6.39 33.79 1.40 1.55 48.18 22.80 22.64 12.07 11.78 14.00 15.17 17.83 1.70 0.61 32.73 1.92 2.44 0.00 1.14 4.23 10.16 1.22 32.69 33.36 19.96 0.62 19.78 30.19 31.31 10.51 34.29 40.91 19.26 31.82 1.00 1.00
3.67 3.84 5.08 2.34 2.38 4.76 8.80 4.68 3.48 3.52 3.52 5.70 3.55 6.84 6.09 2.29 3.29 2.90 3.82 2.36 1.87 3.10 6.73 2.41 5.08 5.61 7.02 0.00 4.31 2.13 2.83 6.57 4.69 4.74 4.39 6.09 7.08 5.18 4.78 3.62 5.24 5.72 10.64 4.97
2 3 2 1 2 3 3 2 2 3 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3
19:52 04:21 20:30 21:57 11:16 03:25 05:11 14:00 21:43 02:01 05:16 15:03 04:11 11:32 11:32 11:51 10:49 11:28 11:25 10:41 10:36 10:31 15:22 11:16 11:58 12:15 12:15 00:00 12:00 21:03 14:00 20:55 21:17 22:42 11:41 11:10 21:17 05:23 03:51 12:05 00:28 05:07 04:24 00:51
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 0 2 2 1 1 1 0 0 0 0 0 2 2 0 0 0 1 1 1 1 0 1 1 0 0 0 0 0 0 2 1 0 1 0 1 0 0 0 2 0 0 0 0
09:04 19:33 09:04 10:30 12:02 00:49 00:50 17:34 17:34 17:34 18:07 15:29 11:29 11:30 19:32 21:19 21:19 03:03 05:11 05:08 05:29 22:48 00:02 00:02 16:47 11:53 12:26 00:00 14:18 15:20 11:53 07:21 23:46 05:33 19:54 06:13 21:35 19:54 19:33 07:27 19:53 19:34 19:39 19:55
1.00 0.13 0.45 0.00 1.00 0.48 1.00 1.00 0.13 1.00 1.00 1.00 0.59 0.25
2 2 2 0 2 2 2 2 2 2 2 2 3 2
11:58 11:59 15:39 00:00 12:25 21:09 11:51 10:20 12:15 11:46 11:54 09:05 04:29 19:47
1.60 1.20 1.60 2.40 3.00 2.00 2.00 2.00 2.00 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 1.20 1.18 2.40 1.20 1.60 1.60 1.60 1.33 2.40 1.60 1.33 1.20 2.00 1.33 1.20 1.20 1.33
Tier 1 Improvements H&H Model Results Report Page - 46 of 62 10 Year 72 Hour Event
WEIR-15 WEIR-17 WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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9.66 59.04 6.50 2.00 1.10 1.79 0.00 1.10 10.88 3.15 7.40 3.76 5.54 5.83 2.78 0.97 1.81 6.65 5.35 18.53 0.30 51.30 0.22 7.06 5.02 2.88 9.59 1.83 15.41 7.48 7.65 2.05 1.45 0.87 5.63 3.94 4.05 8.96 11.35 12.05 7.91 52.30 92.33 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.79 2.27 1.90 0.63 1.21 1.28 1.28
2 2 2 2 2 2 0 2 2 2 3 3 2 2 2 2 2 3 2 3 2 3 2 3 2 2 3 2 2 3 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 0 2 2 0 0 2 0 0 1 2 2 1 2 2
19:03 15:01 17:13 11:56 13:50 13:00 00:00 11:55 14:02 14:37 04:38 04:38 22:41 23:18 11:44 17:02 16:35 02:38 21:29 03:56 19:54 01:36 16:53 05:09 19:55 12:36 05:28 12:59 11:58 03:17 14:35 14:46 14:09 12:51 23:47 23:47 02:52 18:49 21:55 21:43 12:26 11:50 11:59 08:40 09:47 00:01 23:12 06:30 03:18 19:59 19:33 09:43 00:00 23:57 04:52 07:00 05:27 01:52 11:47 11:24
7.04 28.09 5.30 0.93 1.10 1.79 0.00 0.95 6.00 3.15 3.53 1.79 1.92 3.86 2.64 0.97 1.65 3.64 5.17 12.85 0.30 25.29 0.22 5.55 3.51 2.88 7.32 1.83 12.94 5.03 3.43 2.05 1.45 0.87 5.45 3.07 1.26 5.89 6.95 6.93 6.49 17.70 21.19 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 0.00 3.80 2.27 1.90 0.63 1.21 1.28 1.28
2 2 2 2 2 2 0 2 2 2 3 2 2 2 2 2 2 3 2 3 2 2 2 3 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 1 0 2 0 2 2 2 2 1 2 2
20:01 15:34 15:29 11:54 13:50 13:00 00:00 11:55 14:04 14:38 04:54 11:51 22:53 22:50 12:30 17:03 12:17 01:49 12:15 04:09 19:54 11:55 16:54 04:27 17:11 12:37 02:31 12:59 11:59 03:13 15:17 14:46 14:09 12:48 23:59 13:21 13:59 22:27 16:35 16:35 05:03 12:00 09:27 06:08 09:59 11:22 07:20 11:04 07:49 04:31 21:26 10:03 00:00 11:54 08:13 08:13 08:05 08:18 11:48 11:37
0.38 1.00 0.45 0.10 0.08 0.09 0.00 0.07 0.44 0.22 0.29 0.18 0.22 0.26 0.13 0.09 0.17 0.26 0.38 0.65 0.04 1.00 0.03 0.34 0.32 0.19 1.00 0.09 0.61 0.38 0.36 0.13 0.08 0.30 0.23 0.20 0.16 0.49 0.58 0.58 0.41 1.00 1.00 1.00
2 2 2 2 2 2 0 2 2 2 3 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 1 1
19:03 14:56 19:21 11:58 13:29 13:00 00:00 11:54 14:02 20:55 04:20 04:42 22:41 22:41 11:44 14:07 16:35 01:43 18:49 03:27 19:53 10:39 19:15 21:03 17:23 16:23 09:05 12:59 13:40 14:02 15:01 14:18 14:10 12:53 23:47 23:47 02:52 21:58 21:58 21:58 13:57 10:08 22:30 12:02
Tier 1 Improvements H&H Model Results Report Page - 47 of 62 10 Year 72 Hour Event
CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
2 2 1 0 2 0 1 1 2 1 1 2
11:48 10:43 15:34 19:32 02:20 20:11 20:54 02:06 11:28 08:10 07:28 11:34
1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
2 2 1 1 2 0 2 2 2 2 1 2
11:50 11:51 22:00 07:36 12:00 20:15 11:58 11:08 11:29 10:23 22:22 11:47
Tier 1 Improvements H&H Model Results Report Page - 48 of 62 10 Year 72 Hour Event
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.01 0.00 CDT-11 1.00 0.01 0.02 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.01 0.04 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.08 0.00 0.00 0.90 0.00 0.01 0.01 0.00 0.00 CDT-175 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 22.55 0.00 0.07 0.00 0.93 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-217 15.62 0.00 0.04 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-219 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 5.03 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.00 0.00 CDT-237 21.76 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.20 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 21.76 0.00 0.04 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-245 21.76 0.00 0.04 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-279 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-281 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 49 of 62 10 Year 72 Hour Event
CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207
5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 1.00 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.01 0.01 0.03 0.03 0.00 0.04 0.01 0.00 0.00 0.00 0.00 0.02 0.00 0.01 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.02 0.02 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.99 0.99 0.97 0.96 1.00 0.96 0.99 1.00 1.00 1.00 0.98 0.00 1.00 0.99 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 0.44 1.00 1.00 1.00 1.00 0.99 0.85 1.00 0.96 0.77 0.85 0.98 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.55 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.02 0.21 0.13 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.13 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.01 0.06 0.05 0.00 0.00 0.00 0.00
Tier 1 Improvements H&H Model Results Report Page - 50 of 62 10 Year 72 Hour Event
U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
1.00 1.00 1.00 1.00 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.00 2.69 1.00 1.00 1.00 1.00 1.40 1.00 2.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.04 0.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.37 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.99 0.99 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.95 0.96 0.99 1.00 1.00 0.26 0.11 0.22 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.97 0.23 0.96 0.98 0.98 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 0.65 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.41 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.70 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.75 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.00
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.13 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.12 0.00 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00
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U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507
1.00 1.00 1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.01 0.01 0.02 0.02 0.01 0.00 0.02 0.02 0.02 0.02 0.02 0.03 0.01 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.01 0.01 0.03 0.04 0.00 0.00 0.00 0.03 0.02 0.02 0.02
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.16 0.01 0.05 0.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00
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Tier 1 Improvements H&H Model Results Report Page - 52 of 62 10 Year 72 Hour Event
U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657
1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.18 13.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 3.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00
0.00 0.04 0.06 0.04 0.04 0.58 0.04 0.82 0.82 0.82 0.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.03 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.11 0.00 0.08 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.11 0.05 0.00 0.03 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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Tier 1 Improvements H&H Model Results Report Page - 53 of 62 10 Year 72 Hour Event
U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 2.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.88 0.45 0.42 0.33 0.63 0.42 1.00 0.66 0.12 0.99 0.98 0.98 0.99 1.00 1.00 1.00 0.99 0.99 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.77 0.57 1.00 0.86 0.68 0.93 0.49 0.54 1.00 0.87 0.78 0.36 0.91 0.78 0.79 1.00 0.87 0.80 0.85 1.00 1.00 1.00 1.00 1.00 0.98 0.01 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.05 0.02 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.09 0.53 0.57 0.65 0.34 0.56 0.00 0.23 0.81 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.40 0.00 0.10 0.29 0.05 0.49 0.44 0.00 0.11 0.20 0.62 0.07 0.20 0.19 0.00 0.10 0.17 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.04 0.00 0.10 0.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.11 0.00 0.00 0.15 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Tier 1 Improvements H&H Model Results Report Page - 54 of 62 10 Year 72 Hour Event
U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.00 1.00 1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.03 0.04 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 0.98 0.98 0.96 0.99 0.99 1.00 0.99 0.99 0.78 0.16 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.95 0.55 1.00 0.77 0.99 1.00 1.00 0.97 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.01 0.00 0.01 0.01 0.00 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.43 0.00 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.03 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.99 77.99 78.00 0.00 0.00 C-WELL4E 0.00 0.00 0.79 0.00 0.00 CDT-101 20.89 20.90 20.92 0.56 6.43 CDT-103 20.79 20.85 20.96 3.11 5.22 CDT-105 20.31 20.40 20.59 0.19 1.50 CDT-107 18.96 19.24 19.86 4.01 6.22 CDT-109 19.02 19.18 19.24 1.12 1.58 CDT-11 57.81 57.81 60.84 7.71 10.03 CDT-111 18.83 19.10 19.67 0.70 2.76 CDT-113 18.75 18.91 18.80 0.29 2.41 CDT-115 20.12 20.26 20.15 0.02 7.24 CDT-121 20.03 20.40 76.16 0.00 0.10 CDT-123 48.71 48.71 48.72 13.02 12.15 CDT-125 46.57 46.57 46.57 0.00 3.40 CDT-171 19.83 19.83 20.62 0.00 0.00 CDT-173 10.81 10.94 10.82 0.01 3.68 CDT-175 7.94 8.11 8.01 0.00 0.74 CDT-177 7.94 8.11 8.01 0.00 0.60 CDT-179 3.78 3.78 6.88 0.00 0.00 CDT-181 2.74 2.82 2.90 0.00 1.91 CDT-183 12.18 12.57 12.35 0.01 3.04 CDT-185 2.74 2.82 2.90 0.00 1.91 CDT-187 25.12 25.21 25.16 0.00 10.45 CDT-189 25.12 25.16 25.21 0.00 10.46 CDT-191 6.83 6.96 6.88 0.00 0.57
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 55 of 62 10 Year 72 Hour Event
CDT-193 CDT-195 CDT-197 CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112
20.61 44.77 19.51 19.64 19.60 19.58 19.09 22.78 22.78 21.90 19.88 19.65 19.65 16.43 19.44 16.46 18.75 19.71 19.71 19.57 18.41 18.64 20.96 19.71 18.91 18.91 19.51 19.73 16.52 18.92 20.90 20.90 18.67 19.38 15.57 4.41 4.40 3.85 18.39 20.33 18.62 18.34 20.33 18.34 18.72 18.40 18.47 18.07 20.56 18.25 18.19 19.69 50.47 35.87 46.02 44.56 54.78 5.72 0.00 62.52 23.29 18.76 18.71 22.38 78.00 54.78 77.99 54.68 28.58 53.66 29.60 30.10 31.78 35.07 59.61 20.83 20.60 57.17 58.37 54.49
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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20.69 44.77 19.57 19.68 19.69 19.64 19.27 22.87 22.85 22.85 20.00 19.69 19.65 16.46 19.61 16.50 18.80 19.76 19.73 19.76 18.80 18.66 21.01 19.76 18.94 18.94 19.55 19.79 16.65 19.07 20.97 20.97 18.74 19.59 15.60 4.57 4.57 3.85 18.46 20.48 18.62 18.46 20.48 18.46 18.75 18.45 18.48 18.07 20.62 18.27 18.19 19.71 50.68 46.74 47.18 46.68 54.78 5.72 0.00 62.54 24.29 18.79 18.72 23.20 78.00 54.78 77.99 54.68 28.58 57.50 35.51 36.19 37.13 36.95 59.61 21.21 20.60 57.25 58.60 54.58
21.17 44.77 19.70 19.65 19.61 19.76 19.71 22.85 22.87 22.19 20.18 20.08 19.67 16.44 19.46 16.47 18.93 19.73 19.76 19.63 18.50 20.64 20.96 19.73 20.97 20.97 19.75 19.74 16.57 18.96 20.90 20.90 18.75 19.50 15.57 4.97 4.96 3.85 18.40 20.75 18.65 18.35 20.75 18.35 18.86 18.41 18.49 18.09 20.69 18.38 18.19 19.79 52.80 38.21 46.68 45.44 54.78 31.09 0.00 62.52 25.93 18.84 18.76 22.55 78.00 78.00 78.00 78.00 77.99 53.66 37.13 36.95 39.46 47.80 59.61 25.06 78.00 57.18 58.94 58.94
0.07 0.00 0.06 0.02 0.00 0.05 0.27 0.01 0.01 0.07 0.05 0.00 0.01 0.00 0.00 0.00 0.09 0.00 0.00 0.01 0.35 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.07 0.15 0.01 0.04 0.01 0.15 0.15 0.00 0.01 0.03 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.08 0.02 0.11 0.00 0.00 5.62 42.54 45.55 41.86 0.31 0.03 0.43 3.25 6.39 1.99 0.16 0.34 4.91 16.02 3.11 0.00 20.04 32.23 20.63 33.15 27.24 35.87 35.11 26.09 4.92 10.15 40.06 17.97
2.24 1.60 9.08 8.52 7.00 7.32 4.50 6.36 8.16 6.83 5.17 0.44 1.45 1.04 6.75 5.69 5.71 4.83 12.42 0.88 9.20 2.76 1.36 3.71 0.03 0.03 10.45 9.99 4.21 4.19 7.86 6.53 5.70 6.11 1.59 1.52 1.87 1.57 7.31 9.11 0.74 2.06 9.22 4.12 5.08 4.49 3.66 4.02 4.19 5.30 9.17 9.15 22.93 13.64 28.53 26.50 11.55 0.72 0.00 6.71 10.90 8.86 6.75 8.58 21.50 15.25 6.92 1.44 15.88 34.80 16.13 18.80 20.69 21.85 28.07 15.12 8.75 30.19 16.23 21.81
Tier 1 Improvements H&H Model Results Report Page - 56 of 62 10 Year 72 Hour Event
U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271
57.30 54.43 55.45 51.20 51.94 19.13 54.86 58.26 54.81 41.14 41.16 37.74 57.99 30.58 35.85 38.32 37.96 46.58 35.47 32.15 34.05 23.75 21.13 20.48 24.21 23.48 32.49 20.46 52.16 20.47 20.69 29.74 48.58 39.50 37.46 42.81 31.66 33.13 52.16 38.35 25.87 33.53 59.85 56.56 59.91 47.80 42.19 47.78 48.64 47.29 53.79 60.35 65.76 34.16 46.61 31.78 55.67 39.49 30.17 57.28 57.63 51.78 58.48 47.38 39.23 51.37 40.83 58.76 47.14 36.34 32.00 53.78 57.10 10.57 10.91 14.26 17.98 38.47 38.95 40.34
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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60.26 58.92 55.45 54.14 51.99 19.67 57.00 58.26 57.28 58.63 41.17 58.65 57.99 37.74 42.77 43.82 45.57 46.58 36.65 38.95 41.36 31.38 24.06 20.48 31.85 24.48 33.14 21.92 52.16 22.41 22.40 31.56 59.53 48.69 43.23 44.50 36.20 36.21 56.68 39.52 30.23 40.19 59.85 56.56 59.91 56.48 49.79 47.97 48.64 47.29 56.67 60.56 65.76 38.74 46.62 35.85 57.41 40.37 46.74 58.46 58.55 53.48 58.55 47.45 46.78 53.87 48.23 58.76 47.30 44.14 40.35 53.78 58.07 11.52 14.77 14.26 18.27 48.10 48.94 48.15
57.35 54.58 55.58 51.25 53.81 20.22 54.97 58.26 54.97 41.17 58.64 37.74 60.47 42.77 43.82 45.55 46.61 58.65 36.55 44.62 41.27 24.06 24.48 21.43 24.48 33.38 33.38 21.41 56.68 21.40 21.84 31.85 48.68 43.22 44.50 56.17 34.02 36.82 52.16 48.69 34.87 37.99 59.91 59.91 59.91 49.84 47.95 59.57 59.76 78.00 53.79 60.43 65.76 46.61 59.90 39.28 60.84 55.83 32.52 57.41 57.86 54.69 58.65 58.51 47.46 53.89 46.76 58.78 58.45 38.18 37.20 56.68 57.50 10.84 10.98 78.00 50.81 48.95 48.15 50.79
61.10 33.35 31.41 32.42 26.09 32.90 30.88 49.45 43.48 50.60 50.99 50.20 1.23 53.21 49.18 41.31 52.18 48.35 51.51 42.94 52.68 48.23 56.23 0.00 50.74 57.99 45.23 57.39 40.31 54.72 47.92 56.07 53.82 46.06 47.23 53.24 38.92 52.60 53.23 55.56 54.49 40.56 56.20 51.59 49.26 52.99 51.23 53.53 52.43 0.00 54.59 45.81 51.87 48.27 53.23 18.06 0.00 56.25 26.52 54.27 54.47 28.58 54.00 52.06 52.05 39.72 48.50 56.05 55.11 11.58 50.59 54.64 56.70 20.94 19.60 0.00 0.00 45.70 45.09 46.41
25.97 36.45 35.50 35.62 31.67 18.10 17.41 35.84 35.67 13.31 14.37 21.96 6.30 23.27 29.65 25.05 24.74 26.05 25.28 13.03 19.91 18.26 15.90 0.41 20.15 18.68 24.41 3.61 26.07 12.97 6.59 13.32 34.40 23.37 26.78 27.89 6.64 19.78 36.34 22.20 16.58 13.74 31.61 19.87 35.07 26.93 31.16 29.77 30.33 6.63 37.84 21.07 35.58 28.26 30.92 7.16 9.11 15.33 8.17 42.47 31.39 32.12 29.84 25.60 23.72 32.39 24.52 43.27 29.14 16.34 28.03 14.50 25.68 8.38 10.31 0.09 0.35 15.48 14.50 28.47
Tier 1 Improvements H&H Model Results Report Page - 57 of 62 10 Year 72 Hour Event
U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419
50.18 50.18 44.40 38.12 34.19 29.47 44.40 28.23 34.31 43.99 48.81 43.98 40.43 40.47 36.52 59.31 25.54 34.77 28.74 20.09 20.37 22.38 17.99 18.09 17.88 17.89 19.39 23.08 48.15 35.56 27.49 33.77 60.66 35.68 23.71 49.06 39.28 22.58 36.39 56.81 41.53 50.95 19.65 18.77 29.52 56.71 46.51 35.19 56.68 30.57 48.77 27.56 58.64 22.40 32.71 35.94 59.37 50.74 49.75 45.60 43.37 58.75 58.57 18.08 57.50 45.87 45.05 41.69 54.83 55.40 35.51 30.95 29.66 31.41 43.82 39.18 60.20 15.43 37.26 60.29
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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50.18 56.68 56.68 58.62 58.59 34.20 44.40 38.15 37.44 44.01 58.62 48.85 43.90 50.74 43.53 59.84 40.11 40.10 34.27 30.49 23.34 22.94 18.32 18.37 18.37 17.99 21.52 23.08 48.15 35.67 29.41 56.68 60.74 35.73 34.25 57.88 49.15 28.59 56.68 57.69 44.23 50.96 22.99 22.32 38.33 56.71 46.56 58.27 56.68 35.33 59.39 30.47 58.67 22.60 38.77 44.17 59.43 53.81 51.71 45.60 45.60 58.75 58.75 19.08 63.76 59.02 45.94 58.91 59.88 60.15 43.51 41.62 37.56 38.43 60.42 39.25 60.39 15.47 37.29 78.00
56.68 50.18 44.40 38.15 34.20 44.02 56.68 37.44 50.73 58.62 48.84 50.74 50.74 43.54 43.21 59.31 30.49 45.48 43.88 23.34 22.94 26.29 18.21 18.21 17.89 18.51 21.45 59.37 60.74 58.77 52.92 33.77 60.71 60.46 35.73 49.14 45.48 27.93 36.40 57.36 50.96 58.22 20.02 20.02 39.95 56.71 46.53 35.32 56.68 45.48 48.77 48.76 58.69 23.69 39.12 39.12 59.41 51.14 51.14 60.78 55.97 63.76 58.67 18.88 57.50 45.94 57.68 41.78 54.93 55.60 41.62 37.56 38.45 37.33 43.91 60.39 60.47 15.44 52.16 60.29
24.82 28.55 48.75 50.03 47.17 46.81 50.45 45.21 45.94 38.52 52.78 41.59 42.82 43.40 29.37 59.55 59.15 55.94 51.04 60.72 60.08 49.49 48.20 48.97 59.60 59.58 44.20 0.00 0.00 41.62 0.00 39.92 53.14 51.23 0.27 53.72 60.08 47.01 42.80 59.38 17.94 15.00 25.72 44.92 46.74 27.34 9.84 49.20 16.95 47.65 44.22 0.00 47.71 2.74 35.82 37.29 29.02 34.70 23.20 0.00 0.00 0.07 55.02 45.12 58.88 55.00 48.94 54.59 39.29 23.60 1.83 45.34 46.73 35.68 56.21 48.45 58.43 0.02 35.16 18.15
14.71 24.37 27.62 15.31 12.19 7.73 23.06 6.81 8.30 14.27 39.49 29.12 26.35 11.47 12.65 27.14 8.35 19.62 22.47 1.46 2.26 2.78 3.94 3.91 12.10 13.94 4.62 0.77 2.65 12.86 3.25 16.70 23.61 21.34 2.15 37.05 29.16 7.20 12.46 35.19 13.32 11.39 3.42 8.08 8.00 0.62 8.36 12.32 31.53 6.42 21.90 2.49 44.38 2.50 24.67 10.26 38.06 35.84 17.22 2.33 7.18 1.62 35.11 5.43 28.49 36.02 29.72 19.82 33.43 13.26 7.43 15.46 20.63 17.18 30.34 21.73 30.19 3.52 25.07 18.08
Tier 1 Improvements H&H Model Results Report Page - 58 of 62 10 Year 72 Hour Event
U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569
52.53 19.04 18.36 17.88 17.39 17.17 37.16 37.20 32.39 32.52 19.29 18.22 14.91 50.40 46.53 17.87 19.59 6.06 2.88 1.32 0.85 0.54 0.36 17.89 28.02 20.25 18.70 20.46 58.33 61.50 62.44 62.44 20.95 19.94 31.50 45.38 14.45 0.00 0.00 52.44 61.51 55.26 14.83 44.56 7.68 7.56 2.10 20.00 21.17 25.78 19.63 17.03 21.46 17.99 18.01 17.58 18.12 60.94 21.30 57.13 58.83 19.15 58.90 39.57 60.84 26.84 61.80 18.52 6.65 6.65 60.84 40.82 37.38 42.48 34.20 46.68 41.33 57.80 19.25 20.67
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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52.53 20.05 19.90 19.34 19.20 18.93 50.38 37.20 32.39 32.52 22.24 21.90 16.17 50.41 46.53 18.80 29.97 6.45 6.45 3.37 1.17 0.90 0.38 18.17 28.02 20.26 19.36 20.46 58.33 61.50 62.44 62.46 20.97 19.96 34.83 45.38 17.20 0.00 0.00 52.44 61.53 55.34 19.20 44.60 7.68 7.67 2.19 20.41 21.31 26.32 19.82 19.15 21.48 18.08 18.09 17.62 18.12 60.95 21.55 57.13 58.83 19.15 58.90 39.57 60.95 44.08 61.80 18.52 6.65 6.65 60.84 48.69 37.38 57.80 42.47 60.94 41.33 57.80 23.72 23.96
52.53 19.90 19.34 19.20 18.94 18.51 37.16 53.92 54.09 53.92 32.51 20.44 18.61 54.38 56.58 25.21 32.38 23.51 4.23 4.25 2.61 0.81 3.90 18.48 57.10 21.12 19.11 53.00 58.40 61.53 62.46 62.44 21.05 21.12 46.37 55.19 16.81 0.00 0.92 57.50 61.52 56.73 17.16 54.28 54.87 8.87 20.68 20.20 33.21 25.94 19.97 17.57 21.48 19.72 18.06 18.04 18.14 60.94 53.66 60.90 59.22 78.00 60.79 52.70 60.85 29.69 61.80 78.00 55.56 34.78 60.94 45.43 58.90 42.48 41.33 46.70 57.80 57.80 23.96 25.43
27.32 5.14 10.47 14.68 23.28 23.39 37.23 24.12 2.02 16.23 17.24 27.67 0.41 0.00 0.02 0.12 0.50 0.04 11.72 25.17 2.81 1.01 0.00 0.07 0.39 0.00 0.37 0.16 26.27 2.58 48.26 22.42 1.12 0.00 34.05 1.35 56.23 56.26 56.85 0.00 38.11 0.13 56.81 0.00 0.00 16.55 0.00 19.01 1.27 40.16 0.00 24.34 16.69 0.00 18.92 19.47 19.45 34.70 0.00 34.83 1.61 12.47 2.38 0.00 31.84 0.00 41.18 0.70 0.00 0.00 19.13 0.00 0.00 44.78 31.98 54.52 39.19 38.48 26.36 23.02
30.15 7.29 9.17 6.82 15.95 14.50 29.61 13.38 11.64 4.48 2.35 4.51 2.35 7.81 5.82 3.79 6.31 0.17 2.34 0.23 0.57 0.45 0.08 0.63 0.80 0.02 1.36 0.45 32.05 13.28 49.05 22.99 0.49 0.03 9.67 3.95 10.91 0.00 0.00 6.72 29.91 9.54 11.95 8.16 0.35 1.58 0.04 12.78 0.75 23.13 0.05 7.65 11.69 2.17 11.09 5.15 5.21 28.83 1.57 25.39 2.44 12.23 3.09 7.75 22.48 6.63 21.15 0.70 0.00 0.01 18.80 7.97 7.53 31.46 19.75 10.58 19.28 38.43 14.52 14.13
Tier 1 Improvements H&H Model Results Report Page - 59 of 62 10 Year 72 Hour Event
U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW
24.16 50.81 6.62 6.61 13.79 28.28 41.39 36.40 38.79 29.94 22.03 56.68 31.85 31.85 26.80 40.87 56.68 56.69 43.76 20.01 20.91 20.46 26.36 58.25 62.57 62.26 62.26 44.51 36.18 29.62 36.23 21.72 8.47 8.46 8.49 58.11 8.47 8.49 23.13 23.11 23.23 23.62 23.71 22.79 23.07 23.55 18.10 42.23 2.74 3.20 3.91 3.76 1.78 1.97 35.70 5.01 6.80 64.09 61.05 60.84 56.77 44.78 61.72 61.69 39.43 59.09 36.05 18.88 61.26 62.29 40.90 52.98 35.54 56.83 25.30 59.33 59.23 22.94 54.71 59.51
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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25.43 54.73 6.62 6.63 13.79 33.77 41.39 36.40 39.42 47.53 22.78 56.68 31.85 31.85 36.28 43.05 56.68 56.69 45.52 21.23 21.89 22.12 35.52 58.25 62.59 78.00 62.26 57.26 44.51 41.07 36.23 22.34 8.47 8.46 8.51 58.22 8.51 8.54 23.40 23.34 23.43 23.76 23.71 23.37 23.54 24.59 18.10 58.16 4.17 4.77 4.91 3.79 2.25 2.30 42.30 7.85 11.39 64.11 61.20 60.99 56.78 58.11 61.78 61.77 44.25 59.09 42.40 18.88 61.29 62.29 46.88 54.65 41.01 56.83 27.92 60.04 59.37 22.99 54.75 59.51
54.73 53.62 60.63 12.41 78.00 41.40 56.68 56.68 47.53 30.72 54.65 56.68 56.67 56.68 30.80 55.01 56.68 56.69 45.23 21.89 22.12 35.52 34.37 58.26 62.57 62.26 62.26 44.51 41.06 36.23 57.25 22.50 8.48 8.47 8.55 58.16 8.51 8.51 23.34 23.43 23.75 23.66 78.00 23.75 23.37 23.55 78.00 42.30 7.14 3.46 4.03 3.80 2.20 4.57 42.40 6.12 7.32 64.39 61.15 61.12 58.18 44.78 61.78 61.77 50.02 59.09 41.01 56.68 61.31 62.29 46.97 56.84 41.16 58.81 32.67 59.37 60.04 23.07 54.75 59.51
1.79 17.47 0.00 0.00 0.00 44.11 43.01 37.75 9.86 40.72 0.00 49.80 51.68 49.65 19.97 52.66 52.03 38.79 24.25 32.57 31.82 0.00 46.45 48.19 52.08 18.43 24.58 45.97 21.14 38.16 41.25 18.19 8.85 20.04 28.31 32.37 30.24 22.63 23.48 20.91 25.42 19.70 2.06 45.25 23.89 24.93 1.44 46.72 57.45 57.34 57.34 41.07 52.04 56.23 46.20 58.13 57.66 0.10 32.22 51.20 17.95 29.40 61.02 58.90 25.77 44.70 38.77 0.00 47.37 17.55 12.44 32.39 40.02 17.97 23.22 32.36 39.82 16.90 51.00 43.08
6.97 27.93 0.01 0.05 0.00 17.76 24.42 14.45 11.91 22.97 0.96 25.36 19.62 13.25 6.23 28.64 29.68 35.29 22.22 17.74 10.82 0.58 22.69 28.60 51.48 20.06 5.41 17.82 11.65 15.69 20.24 5.05 8.28 8.34 8.35 24.76 8.37 7.85 21.99 19.23 22.15 17.84 1.99 21.89 21.23 22.33 1.33 33.81 1.12 2.26 3.12 2.97 0.19 1.14 26.08 2.98 3.37 0.90 32.24 39.86 18.59 15.42 21.95 15.46 14.49 15.62 25.17 1.43 36.35 18.86 16.43 32.29 26.48 24.21 14.92 37.77 34.79 12.50 11.69 21.85
Tier 1 Improvements H&H Model Results Report Page - 60 of 62 10 Year 72 Hour Event
U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879
57.11 3.91 4.25 37.14 5.97 6.04 7.28 6.56 6.04 37.28 5.35 3.46 3.20 3.20 3.13 3.16 37.35 3.38 3.54 1.73 1.37 0.38 0.01 37.77 0.00 0.00 0.12 14.28 9.04 9.21 9.59 9.12 16.00 53.44 15.26 10.59 10.89 42.32 12.03 9.88 9.79 18.38 41.10 16.02 10.21 10.45 11.53 45.23 14.16 9.64 19.04 51.99 39.03 58.53 43.64 44.63 38.85 62.51 17.92 18.41 54.72 56.68 56.68 43.79 45.06 43.91 42.89 52.89 53.92 53.92 61.08 66.11 65.56 0.00 63.69 52.33 12.12 10.18 8.49 9.14
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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60.90 3.94 4.62 41.16 7.05 6.53 10.01 7.50 6.90 41.05 6.90 3.59 3.30 3.30 3.26 3.37 43.27 3.80 4.03 2.45 1.55 0.45 0.38 42.05 0.01 0.00 0.12 14.32 9.45 9.61 9.68 9.20 18.25 53.44 15.29 11.55 11.83 45.01 12.18 10.17 10.14 19.00 49.59 16.05 11.27 11.47 11.94 45.45 14.25 10.07 19.17 51.99 43.26 58.56 58.57 44.63 45.84 62.51 18.48 18.43 56.34 56.68 56.68 46.67 46.73 46.15 45.39 52.91 53.92 53.92 61.17 66.11 65.56 0.00 63.69 53.13 12.12 10.18 10.48 10.04
57.11 3.92 4.46 43.27 6.39 6.63 9.17 8.20 7.45 43.27 6.65 5.56 3.49 3.24 3.29 3.57 42.05 3.81 5.62 2.25 1.37 0.38 0.01 44.98 0.00 0.00 16.00 16.11 9.62 9.68 10.82 9.27 16.00 57.72 18.48 11.83 12.18 49.58 14.95 10.30 10.30 18.41 45.46 19.15 11.48 11.94 14.25 56.89 15.42 9.73 24.07 58.19 46.37 60.39 44.63 60.42 44.74 62.51 17.96 18.46 55.79 56.68 56.68 45.14 46.15 45.40 44.57 52.90 54.44 58.18 61.19 78.00 78.00 78.00 78.00 53.81 77.99 56.41 10.04 18.30
33.03 41.81 50.97 36.60 55.45 48.59 56.19 56.74 57.47 14.53 53.79 54.25 54.22 54.43 54.78 51.61 38.72 43.55 41.29 35.68 19.17 9.75 18.62 39.97 16.87 2.55 60.77 20.47 14.67 21.50 24.91 4.11 58.67 0.00 19.85 15.08 21.84 37.39 22.95 10.31 24.74 43.80 43.66 18.21 15.26 20.68 25.82 42.98 13.64 4.25 0.31 1.00 2.01 39.89 39.51 42.07 23.33 49.86 0.65 0.02 46.90 33.33 39.32 14.85 19.44 22.51 23.09 23.57 1.84 0.00 56.77 0.89 1.51 0.00 0.00 0.71 4.35 6.18 48.48 53.99
31.21 3.81 3.75 27.76 5.43 5.13 1.75 1.55 0.59 9.22 4.94 1.31 1.15 3.11 3.03 3.01 27.39 3.10 3.24 1.28 1.37 0.38 0.01 28.28 0.00 0.00 0.00 13.35 8.40 8.35 8.47 3.84 15.59 8.48 11.94 9.37 9.03 25.68 9.92 8.13 8.64 15.97 27.62 12.12 9.28 8.65 9.56 23.08 9.96 4.05 3.29 4.74 15.38 21.78 23.49 25.47 15.83 27.81 0.01 0.00 38.13 37.38 32.17 22.61 27.63 30.06 30.47 31.24 11.85 3.72 21.62 0.89 1.51 0.00 1.89 13.32 4.16 0.00 7.93 8.24
Tier 1 Improvements H&H Model Results Report Page - 61 of 62 10 Year 72 Hour Event
U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
26.62 11.59 56.41 27.06 56.79 19.61 28.57 56.47 57.02 30.90
32.40 12.06 56.44 33.25 57.20 20.52 36.27 57.00 57.30 38.51
34.50 17.19 56.41 34.50 57.09 20.04 34.33 57.05 57.26 36.20
33.54 0.00 57.43 38.09 45.79 15.83 37.02 43.95 23.87 35.05
15.75 1.24 53.70 10.04 15.97 8.22 8.94 22.99 24.62 19.19
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 11.62 538 8.00 8.00 8.00 1.953 79.36 0.0 100.0 PS-HC1-LEAD 11.62 538 8.00 8.00 8.00 1.953 79.36 0.0 100.0
Analysis begun on: Tue Nov 17 19:00:37 2015 Analysis ended on: Tue Nov 17 19:10:35 2015 Total elapsed time: 00:09:58
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 62 of 62 10 Year 72 Hour Event
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
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minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.200 minimum elevation drop minimum elevation drop negative offset -1.200 negative offset -1.200 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 0.001 used for Conduit CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 0.001 used for Conduit CDT-215 ignored for Link CDT-217 0.001 used for Conduit CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 0.001 used for Conduit CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 0.001 used for Conduit CDT-279 0.001 used for Conduit CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439 0.001 used for Conduit CDT-493
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 1 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-495 CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 2 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit
U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398
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Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-419 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-614 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-633
U-399 U-402 U-404 U-406 U-407
U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-48 U-481 U-483 U-496 U-497 U-498 U-50 U-501 U-513 U-518-NEW U-522 U-523 U-525 U-526 U-527 U-53 U-531 U-534-NEW U-54 U-545 U-55 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-572 U-580 U-583 U-584 U-587 U-589 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-616 U-618 U-62 U-621 U-623 U-624 U-625 U-628 U-629 U-632
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 4 of 62
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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ignored for Link U-633 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 5 of 62
Warning 04: minimum elevation drop 0.001 used for Conduit U-804 Warning 04: minimum elevation drop 0.001 used for Conduit U-807 Warning 04: minimum elevation drop 0.001 used for Conduit U-81 Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 10.000 increased for Node J-180A Warning 02: maximum depth 10.000 increased for Node J-195A Warning 02: maximum depth 10.000 increased for Node J-223A Warning 02: maximum depth 8.950 increased for Node J-268
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 6 of 62
Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth
8.950 increased for Node J-284 9.500 increased for Node J-355A 8.950 increased for Node J-444-WEIR 7.950 increased for Node J-692-WEIR 10.000 increased for Node J-745A 10.000 increased for Node J-748A 10.000 increased for Node J-750A 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------373.653 0.000 50.101 264.992 58.744 -0.049
Depth inches ------10.870 0.000 1.458 7.709 1.709
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 264.560 0.000 0.000 0.000 233.630 0.000 0.000 0.000 0.033 33.425 -0.930
Volume 10^6 gal --------0.000 86.211 0.000 0.000 0.000 76.132 0.000 0.000 0.000 0.011 10.892
***************************** Highest Continuity Errors ***************************** Node JCT-26-WEIR Node J-566-WEIR Node J-444-WEIR Node J-268-WEIR Node J-884 Node J-185A Node J-792 Node J-618
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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-184.53% -116.94% -61.21% -50.22% -37.83% -27.05% -24.74% 23.06%
-1.4330 -2.1808 -1.2283 -0.3246 -1.0540 -0.1786 -0.2156 0.1497
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 7 of 62
Node Node Node Node Node Node Node Node Node Node Node Node
J-59A J-468 J-632 J-82 J-748-WEIR-STANTEC J-54A J-261-WEIR J-953 J-174 J-902 J-481 J-40C
22.25% 21.65% 21.23% 21.14% -20.42% 19.52% -19.41% -17.90% 17.74% -17.41% -17.22% -17.18%
0.1449 0.0966 0.1317 0.2226 -0.4388 0.1289 -0.4477 -0.5605 0.0686 -0.3298 -0.7113 -0.1204 -8.2804 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-346 (9.55%) Link U-300 (5.10%) Link U-262-NEW (4.36%) Link U-682 (3.90%) Link U-155 (3.51%) Link U-837 (3.39%) Link U-193 (3.30%) Link U-308A (3.18%) Link U-295 (2.44%) Link U-199 (2.28%) Link U-231 (2.27%) Link U-293 (1.83%) Link U-599 (1.82%) Link U-732 (1.73%) Link U-587 (1.53%) Link U-298 (1.50%) Link U-496 (1.44%) Link U-197 (1.39%) Link U-25 (1.36%) Link U-195 (1.35%)
************************************ Highest Flow Instability Indexes ************************************ Link WEIR-53 (101) Link U-221 (79) Link U-725 (66) Link WA-4-NEW (63) Link U-572 (62) Link U-11 (61) Link U-386 (60) Link U-25 (60) Link U-407 (59) Link U-112 (58) Link U-392 (57) Link U-841 (56) Link U-688 (54) Link U-717 (54) Link U-531 (53) Link U-15 (53) Link U-204 (52) Link U-550 (52) Link U-242 (51) Link U-685 (50) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.98 sec 4.00 sec 0.00 4.62 81.00 285747 1320265
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 8 of 62
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 10.87 0.00 0.00 1.41 8.29 0.42 4.85 0.763 SUB-11868 10.87 0.00 0.00 0.90 7.75 0.52 4.63 0.713 SUB-11924 10.87 0.00 0.00 1.60 8.09 0.62 7.22 0.744 SUB-11926 10.87 0.00 0.00 1.60 7.20 1.34 12.28 0.662 SUB-11930 10.87 0.00 0.00 1.60 8.13 0.45 5.20 0.748 SUB-11932 10.87 0.00 0.00 2.05 8.38 0.34 4.35 0.771 SUB-11936 10.87 0.00 0.00 1.16 7.41 0.29 2.93 0.681 SUB-11944 10.87 0.00 0.00 1.60 8.19 0.80 9.49 0.753 SUB-11948 10.87 0.00 0.00 1.60 7.98 0.72 8.07 0.734 SUB-11950 10.87 0.00 0.00 1.28 7.91 0.32 3.42 0.728 SUB-11954 10.87 0.00 0.00 1.60 8.51 0.35 4.45 0.783 SUB-11958 10.87 0.00 0.00 1.60 7.73 0.78 8.30 0.711 SUB-11968 10.87 0.00 0.00 2.07 8.41 0.52 6.80 0.773 SUB-11970 10.87 0.00 0.00 1.41 7.95 0.41 4.60 0.732 SUB-11972 10.87 0.00 0.00 1.60 8.16 0.64 7.52 0.751 SUB-11978 10.87 0.00 0.00 1.60 8.29 0.61 7.36 0.763 SUB-11984 10.87 0.00 0.00 1.60 7.96 0.50 5.60 0.732 SUB-11986 10.87 0.00 0.00 1.53 7.78 0.50 5.39 0.716 SUB-11988 10.87 0.00 0.00 1.57 7.90 0.95 10.52 0.727 SUB-11990 10.87 0.00 0.00 1.60 8.38 0.44 5.40 0.771 SUB-11994 10.87 0.00 0.00 1.60 8.53 0.41 5.28 0.784 SUB-11998 10.87 0.00 0.00 1.60 7.71 0.89 9.35 0.709 SUB-12004 10.87 0.00 0.00 1.60 8.46 0.38 4.79 0.778 SUB-12010 10.87 0.00 0.00 1.60 8.46 0.34 4.23 0.778 SUB-12014 10.87 0.00 0.00 0.90 7.84 0.21 1.90 0.721 SUB-12016 10.87 0.00 0.00 1.60 8.24 0.61 7.35 0.758 SUB-12024 10.87 0.00 0.00 1.58 8.00 0.46 5.17 0.736 SUB-12036 10.87 0.00 0.00 1.57 8.12 0.50 5.83 0.747 SUB-12044 10.87 0.00 0.00 0.90 7.83 0.48 4.32 0.721 SUB-12046 10.87 0.00 0.00 1.60 8.11 0.48 5.56 0.746 SUB-12048 10.87 0.00 0.00 1.46 8.61 0.29 3.60 0.792 SUB-12052 10.87 0.00 0.00 1.59 8.41 0.71 8.86 0.773 SUB-12060 10.87 0.00 0.00 1.60 7.98 0.45 5.06 0.734 SUB-12062 10.87 0.00 0.00 1.60 7.79 0.30 3.20 0.717 SUB-12068 10.87 0.00 0.00 1.59 8.32 0.30 3.69 0.766 SUB-12072 10.87 0.00 0.00 1.60 7.55 1.32 13.32 0.695 SUB-12084 10.87 0.00 0.00 1.60 8.03 0.87 9.93 0.738 SUB-12086 10.87 0.00 0.00 1.60 8.13 0.95 11.14 0.748 SUB-12088 10.87 0.00 0.00 1.60 8.02 0.76 8.69 0.738 SUB-12100 10.87 0.00 0.00 1.60 7.56 0.71 7.24 0.695 SUB-12110 10.87 0.00 0.00 1.60 8.00 0.32 3.64 0.736 SUB-12112 10.87 0.00 0.00 1.60 7.71 0.55 5.81 0.709 SUB-12116 10.87 0.00 0.00 1.60 7.76 0.50 5.36 0.714 SUB-12122 10.87 0.00 0.00 1.60 8.74 0.05 0.62 0.804 SUB-12128 10.87 0.00 0.00 1.60 7.91 0.38 4.25 0.728 SUB-12132 10.87 0.00 0.00 1.60 7.63 0.63 6.54 0.702 SUB-12136 10.87 0.00 0.00 1.60 7.74 0.52 5.54 0.712 SUB-12138 10.87 0.00 0.00 1.60 7.86 0.42 4.61 0.723 SUB-12142 10.87 0.00 0.00 1.60 7.34 1.02 9.74 0.676 SUB-12144 10.87 0.00 0.00 1.60 7.26 1.17 10.93 0.668 SUB-12150 10.87 0.00 0.00 1.60 8.20 0.48 5.76 0.755 SUB-12152 10.87 0.00 0.00 1.60 7.88 0.75 8.27 0.725 SUB-12154 10.87 0.00 0.00 1.60 7.72 1.24 13.08 0.710 SUB-12158 10.87 0.00 0.00 1.60 8.21 0.41 4.92 0.756 SUB-12160 10.87 0.00 0.00 1.60 8.31 0.84 10.27 0.765 SUB-12162 10.87 0.00 0.00 1.60 8.27 0.62 7.53 0.761 SUB-12164 10.87 0.00 0.00 1.60 8.17 0.49 5.79 0.751 SUB-12166 10.87 0.00 0.00 1.60 7.91 0.32 3.55 0.728 SUB-12168 10.87 0.00 0.00 1.60 8.07 0.46 5.30 0.743 SUB-12170 10.87 0.00 0.00 1.60 8.89 0.14 1.98 0.818 SUB-12172 10.87 0.00 0.00 1.60 8.59 0.26 3.41 0.791 SUB-12174 10.87 0.00 0.00 1.60 8.23 0.59 7.02 0.757 SUB-12176 10.87 0.00 0.00 1.60 8.26 0.38 4.63 0.760 SUB-12180 10.87 0.00 0.00 1.60 8.15 0.54 6.31 0.750 SUB-12182 10.87 0.00 0.00 1.60 8.13 0.25 2.92 0.748 SUB-12184 10.87 0.00 0.00 1.60 8.42 0.13 1.58 0.775 SUB-12186 10.87 0.00 0.00 1.60 7.94 0.36 4.04 0.731 SUB-12188 10.87 0.00 0.00 1.60 7.67 0.59 6.15 0.706 SUB-12190 10.87 0.00 0.00 1.60 7.84 0.44 4.79 0.721 SUB-12192 10.87 0.00 0.00 1.60 7.68 0.58 6.04 0.707 SUB-12194 10.87 0.00 0.00 1.60 8.29 0.32 3.85 0.762
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 9 of 62
SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374
10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.60 1.60 1.60 1.60 1.60 1.58 1.54 1.60 1.50 1.56 1.30 1.32 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.38 1.78 2.19 1.60 1.60 1.60 1.60 1.60 1.60 1.50 1.60 1.60 1.14 1.60 1.27 1.18 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.60 1.53 1.60 1.60 1.55 1.55 1.60 1.60 1.55 1.60 1.60 1.33 1.47 0.30 0.83 0.90
7.85 8.11 7.95 7.67 8.03 7.64 8.04 7.85 7.86 7.62 7.77 7.99 7.96 8.12 8.36 8.29 8.36 8.35 8.11 8.46 8.75 7.79 7.96 8.12 8.11 7.86 7.51 8.19 8.31 8.12 8.36 8.40 7.87 8.00 8.23 7.81 7.67 7.69 7.53 7.66 7.74 8.31 8.01 8.00 7.77 8.15 7.74 7.45 7.84 7.92 7.86 7.08 8.75 7.35 7.55 8.04 8.12 7.65 8.05 8.67 8.05 8.28 8.57 8.00 8.34 7.69 7.92 7.90 7.69 7.71 7.68 7.60 7.83 8.03 8.61 8.41 8.44 5.32 6.02 6.89
0.35 0.40 0.36 0.59 0.30 0.60 0.26 0.43 0.33 0.58 0.24 0.18 0.35 0.25 0.39 0.41 0.15 0.15 0.26 0.35 0.27 0.48 0.35 0.25 0.26 0.42 1.23 0.45 0.49 0.47 0.33 0.42 0.41 0.64 0.65 0.43 0.74 0.59 0.78 0.46 0.46 0.91 0.44 0.52 0.59 0.37 0.72 0.77 0.33 0.71 1.12 0.92 0.13 0.69 0.58 0.75 0.46 0.62 0.64 0.16 0.29 0.18 0.18 0.32 0.15 0.46 0.38 0.39 0.50 0.49 0.58 0.67 0.39 0.31 0.07 0.09 0.10 0.20 0.22 0.58
3.87 4.62 4.01 6.17 3.46 6.22 2.98 4.68 3.60 6.02 2.56 1.99 3.93 2.97 4.80 4.97 1.83 1.85 2.99 4.47 3.57 5.18 3.89 2.96 3.03 4.59 12.26 5.31 6.00 5.50 4.06 5.21 4.52 7.29 7.74 4.65 7.75 6.19 7.84 4.93 4.53 10.63 4.94 5.90 6.35 4.31 7.69 7.56 3.67 7.84 12.22 9.03 1.80 7.07 5.96 8.59 5.39 6.39 7.37 2.16 3.37 2.16 2.38 3.63 1.88 4.94 4.20 4.34 5.34 5.22 6.06 6.85 4.29 3.49 0.96 1.03 1.23 1.04 1.94 5.24
0.722 0.746 0.731 0.706 0.739 0.703 0.740 0.722 0.723 0.701 0.715 0.735 0.732 0.747 0.769 0.763 0.769 0.768 0.746 0.779 0.805 0.716 0.733 0.747 0.746 0.723 0.691 0.754 0.764 0.747 0.769 0.773 0.724 0.736 0.758 0.718 0.706 0.707 0.692 0.704 0.712 0.765 0.737 0.736 0.715 0.750 0.712 0.685 0.721 0.728 0.723 0.651 0.805 0.676 0.694 0.739 0.747 0.703 0.741 0.798 0.740 0.762 0.788 0.736 0.768 0.708 0.728 0.727 0.707 0.709 0.707 0.699 0.720 0.738 0.792 0.774 0.776 0.489 0.554 0.634
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 10 of 62
SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87 10.87
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.90 0.90 0.29 0.33 0.33 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.36 0.38 0.83 1.60 0.88 1.60 1.60 0.31 0.40 1.60 1.60 1.60 1.48 1.49 1.31 0.00
8.70 7.84 6.70 5.85 5.36 7.05 6.12 7.17 7.49 6.28 6.65 5.62 6.85 6.37 6.07 6.93 6.81 5.60 6.27 6.06 8.24 6.55 7.86 8.83 6.29 5.95 8.40 8.12 8.02 7.85 8.06 7.75 8.66
0.37 0.82 0.25 0.22 0.30 0.25 0.59 0.22 0.16 0.51 0.36 0.94 0.30 0.47 0.61 0.28 0.31 0.27 0.18 0.52 0.20 0.37 0.87 0.11 0.21 0.23 0.44 0.26 0.31 0.32 0.23 0.26 0.39
3.32 7.32 1.13 1.12 1.59 2.25 5.30 2.01 1.45 4.55 3.28 8.25 2.72 4.20 5.50 2.52 2.81 1.54 0.99 4.59 2.36 3.34 9.50 1.46 1.00 1.35 5.43 2.97 3.53 3.53 2.62 2.75 3.82
0.800 0.721 0.617 0.538 0.493 0.649 0.563 0.659 0.689 0.578 0.611 0.517 0.630 0.586 0.559 0.638 0.627 0.516 0.577 0.557 0.758 0.603 0.723 0.813 0.579 0.547 0.773 0.747 0.738 0.722 0.741 0.713 0.796
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 3.31 8.23 3.67 2 16:36 3.67 2 16:37 J-104 JUNCTION 3.36 8.17 3.61 2 16:38 3.61 2 16:38 J-106 JUNCTION 3.33 8.15 3.59 2 16:38 3.59 2 16:39 J-109 JUNCTION 3.32 7.99 3.43 2 16:23 3.43 2 16:23 J-11 JUNCTION 3.51 7.99 3.43 2 21:10 3.43 2 21:11 J-110 JUNCTION 2.86 7.55 3.43 2 16:23 3.43 2 16:24 J-113 JUNCTION 3.30 7.89 3.33 2 16:27 3.33 2 16:28 J-114 JUNCTION 3.26 7.89 3.33 2 16:27 3.33 2 16:28 J-118 JUNCTION 3.24 7.88 3.32 2 16:27 3.32 2 16:28 J-12 JUNCTION 3.48 7.99 3.43 2 21:10 3.43 2 21:11 J-121 JUNCTION 3.30 8.15 3.59 2 16:40 3.59 2 16:40 J-126 JUNCTION 4.07 7.28 3.72 2 17:02 3.72 2 17:09 J-126A JUNCTION 4.07 7.30 3.74 2 17:12 3.74 2 17:12 J-127 JUNCTION 3.86 7.17 3.61 2 15:38 3.61 2 15:38 J-128 JUNCTION 2.33 7.14 3.58 2 15:39 3.58 2 15:40 J-129 JUNCTION 2.28 6.88 3.32 2 16:27 3.32 2 16:28 J-130 JUNCTION 2.28 6.75 3.19 2 14:28 3.18 2 14:29 J-131 JUNCTION 2.23 7.05 3.49 2 22:32 3.49 2 15:32 J-132 JUNCTION 2.29 6.81 3.25 2 13:04 3.25 2 13:05 J-137 JUNCTION 2.33 6.84 3.28 2 14:35 3.28 2 14:35 J-139 JUNCTION 2.31 6.93 3.37 2 16:29 3.37 2 16:30 J-140 JUNCTION 2.38 7.11 3.55 2 16:36 3.55 2 16:37 J-147 JUNCTION 2.45 7.41 3.85 2 16:40 3.85 2 16:41 J-148 JUNCTION 2.45 7.49 3.93 2 16:33 3.93 2 16:34 J-149 JUNCTION 2.44 7.49 3.93 2 16:33 3.93 2 16:34 J-15 JUNCTION 3.03 7.63 3.57 2 16:29 3.57 2 16:30 J-152 JUNCTION 2.47 7.54 3.98 2 16:25 3.98 2 16:26 J-153 JUNCTION 2.47 7.56 4.00 2 16:19 4.00 2 16:19 J-155 JUNCTION 2.48 7.58 4.02 2 16:06 4.02 2 16:07 J-156 JUNCTION 2.50 7.64 4.08 2 15:14 4.08 2 15:15 J-158 JUNCTION 2.46 7.72 4.16 2 14:36 4.16 2 14:37 J-158A JUNCTION 2.46 7.72 4.16 2 14:36 4.16 2 14:36 J-15A JUNCTION 2.55 7.15 3.59 2 14:57 3.59 2 14:58 J-160 JUNCTION 2.47 7.73 4.17 2 14:35 4.17 2 14:35 J-161 JUNCTION 2.13 6.58 3.02 2 12:36 3.02 2 12:37 J-162 JUNCTION 2.04 7.31 3.75 2 15:08 3.75 2 09:28
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 11 of 62
J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.03 1.97 1.92 1.82 1.80 1.82 1.83 1.83 2.50 2.48 2.47 2.94 2.56 2.37 2.36 2.82 2.33 3.18 2.68 2.61 2.61 3.22 3.22 3.32 3.25 2.55 3.20 3.21 3.22 3.17 3.21 3.25 3.14 3.15 7.08 6.83 4.86 4.73 3.24 3.22 3.21 3.23 3.19 3.10 4.17 2.60 3.22 3.25 3.28 3.22 3.21 2.56 3.30 3.32 3.31 3.23 2.56 3.74 3.03 1.09 1.07 3.22 3.69 4.17 1.35 4.19 2.58 0.00 4.19 2.68 2.58 2.89 3.17 3.30 3.38 3.41 0.49 4.59 3.50 3.41
6.43 6.51 6.60 6.37 6.02 6.16 6.33 6.43 7.73 7.73 7.74 8.26 7.13 7.29 7.69 7.89 7.79 8.30 7.80 7.38 7.39 7.80 7.97 7.79 7.66 7.37 7.63 7.63 7.49 7.45 7.45 7.43 7.42 8.09 11.46 10.90 8.92 8.81 7.70 7.26 7.26 7.23 7.20 7.20 8.17 7.15 7.17 7.17 7.17 7.12 7.12 7.14 6.33 6.28 6.24 5.97 7.27 6.57 6.05 6.38 6.57 6.71 7.26 7.99 7.91 7.95 7.20 0.00 7.91 5.40 7.34 5.60 5.91 6.28 6.72 6.91 6.86 7.91 7.42 6.92
2.87 2.95 3.04 2.81 2.46 2.60 2.77 2.87 4.17 4.17 4.18 4.20 3.57 3.73 4.13 3.83 4.23 4.24 4.24 3.82 3.83 4.24 4.41 4.23 4.10 3.81 4.07 4.07 3.93 3.89 3.89 3.87 3.86 4.53 3.77 3.77 3.76 3.75 4.14 3.70 3.70 3.67 3.64 3.64 3.61 3.59 3.61 3.61 3.61 3.56 3.56 3.58 2.77 2.72 2.68 2.41 3.71 3.01 2.49 2.82 3.01 3.15 3.20 3.43 3.35 3.39 3.64 -3.50 3.35 1.84 3.78 2.04 2.35 2.72 3.16 3.35 3.30 3.35 3.36 3.36
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2
12:25 10:25 10:31 10:35 10:15 21:47 12:18 12:18 14:41 14:40 14:34 14:52 16:31 16:51 14:18 16:01 15:50 14:55 14:55 17:40 17:39 14:53 14:35 14:58 16:00 14:54 16:22 16:20 16:25 16:23 16:20 16:19 15:49 15:12 17:42 17:31 17:29 17:28 16:08 17:30 17:12 17:04 16:51 16:51 16:49 16:27 16:50 16:25 16:25 17:03 17:04 16:25 13:34 13:29 13:25 21:21 15:21 21:19 21:18 21:18 08:54 18:33 18:07 16:55 21:04 17:38 16:55 00:00 19:11 01:32 16:17 09:11 21:16 21:26 21:03 21:01 21:01 20:55 19:13 21:01
2.87 2.95 3.04 2.81 2.46 2.60 2.77 2.87 4.17 4.17 4.18 4.20 3.57 3.73 3.96 3.82 4.04 4.24 4.24 3.82 3.83 4.24 4.36 4.23 4.10 3.76 4.07 4.07 3.93 3.89 3.89 3.87 3.86 4.25 3.77 3.77 3.75 3.75 4.09 3.70 3.70 3.67 3.64 3.64 3.61 3.59 3.61 3.61 3.61 3.56 3.56 3.58 2.77 2.72 2.68 2.41 3.69 3.01 2.47 2.59 3.00 3.15 3.20 3.41 3.35 3.39 3.64 -3.50 3.35 1.84 3.74 2.04 2.35 2.72 3.16 3.35 3.30 3.35 3.36 3.36
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 1 2 2 2 2 2 2 2 2 2 2
12:25 10:26 10:12 10:16 10:32 10:23 12:19 12:18 14:41 14:40 14:34 14:52 17:23 16:52 14:21 16:01 15:03 14:55 14:43 17:41 17:40 14:54 14:41 14:58 16:01 14:24 16:22 16:20 16:25 16:24 16:20 15:53 15:52 15:14 17:43 17:31 17:30 17:29 16:09 17:30 17:12 17:04 16:52 16:51 16:50 16:27 16:50 16:25 16:26 17:03 17:05 16:26 13:34 13:30 13:25 21:22 16:09 19:28 21:19 23:05 19:25 18:34 18:07 16:00 21:05 17:38 16:56 00:00 19:11 07:19 15:35 08:51 21:17 21:27 21:03 21:02 21:02 20:56 19:13 21:02
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J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.41 2.90 2.90 2.91 2.89 2.90 2.86 2.65 3.34 3.51 2.64 2.61 2.61 2.13 2.11 2.13 2.13 2.18 2.60 2.15 2.15 2.18 2.16 2.15 2.61 2.57 2.57 2.60 2.69 2.64 2.64 2.58 2.58 2.28 2.86 2.46 2.40 2.40 4.29 4.28 4.28 4.30 4.30 2.74 2.72 2.11 2.04 1.98 2.56 2.52 2.55 1.93 3.07 2.36 1.87 3.23 3.66 2.67 3.70 3.14 3.20 3.24 2.64 2.68 2.64 2.64 2.65 2.64 3.10 2.68 2.68 2.67 3.19 2.60 2.64 4.19 2.62 2.62 3.59 3.58
7.07 7.12 7.19 7.06 7.05 7.03 6.95 7.22 7.45 7.44 7.46 7.47 7.24 6.97 6.97 7.10 7.16 7.17 7.41 7.22 7.32 7.21 7.25 7.38 7.14 7.13 7.20 7.16 7.49 7.48 7.37 7.21 7.51 7.47 7.96 7.34 7.24 7.24 7.24 7.55 7.98 7.40 7.57 7.93 7.18 7.47 7.47 7.46 7.53 7.53 7.52 7.45 7.98 7.94 7.44 8.96 8.48 7.58 8.48 7.98 8.00 8.10 7.60 7.29 8.20 8.20 7.69 7.65 8.11 7.33 7.44 7.43 8.10 7.59 7.62 9.25 7.65 7.65 8.61 8.47
3.51 3.56 3.63 3.50 3.49 3.47 3.39 3.66 3.39 3.38 3.40 3.41 3.68 3.41 3.41 3.54 3.60 3.61 3.85 3.66 3.76 3.65 3.69 3.82 3.58 3.57 3.64 3.60 3.93 3.92 3.81 3.65 3.95 3.91 3.90 3.78 3.68 3.68 3.68 3.99 4.42 3.84 4.01 3.87 3.62 3.91 3.91 3.90 3.97 3.97 3.96 3.89 3.92 3.88 3.88 3.90 3.92 4.02 3.92 3.92 3.94 4.04 4.04 3.73 4.64 4.64 4.13 4.09 4.05 3.77 3.88 3.87 4.04 4.03 4.06 4.09 4.09 4.09 4.05 3.91
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
21:13 16:42 15:58 17:06 17:17 17:19 17:42 17:23 17:42 17:41 17:00 16:24 18:02 16:19 16:21 14:41 15:00 16:54 15:50 16:09 16:05 17:12 17:11 15:59 16:26 15:00 14:59 18:11 16:40 14:47 16:40 18:46 13:51 15:52 15:57 16:39 20:03 20:16 21:23 13:20 13:16 16:48 16:00 16:17 18:11 15:50 15:38 15:27 14:23 14:18 14:20 15:20 13:59 15:09 15:06 14:51 13:57 10:10 13:48 13:48 13:50 14:29 14:31 18:15 12:50 12:50 13:33 13:45 13:58 17:55 18:29 15:43 14:01 14:08 14:31 14:30 14:30 14:29 14:17 13:45
3.47 3.56 3.60 3.50 3.49 3.47 3.39 3.66 3.39 3.38 3.40 3.41 3.67 3.41 3.41 3.54 3.55 3.61 3.78 3.66 3.72 3.65 3.69 3.78 3.58 3.57 3.64 3.60 3.93 3.92 3.81 3.65 3.70 3.91 3.90 3.78 3.68 3.68 3.68 3.94 4.07 3.84 3.95 3.87 3.62 3.91 3.91 3.90 3.97 3.97 3.96 3.89 3.92 3.88 3.88 3.90 3.92 4.00 3.92 3.92 3.94 4.04 4.04 3.73 4.64 4.64 4.13 4.09 4.05 3.76 3.84 3.81 4.04 4.03 4.06 4.09 4.09 4.09 4.05 3.91
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
21:07 16:43 15:25 17:06 17:18 17:19 17:43 17:29 17:43 17:41 17:01 16:25 18:03 16:20 16:18 14:41 15:56 16:55 15:38 16:10 15:59 17:13 17:11 16:00 16:27 15:01 15:00 18:12 16:40 14:47 16:41 18:46 13:47 15:52 15:57 16:40 19:15 20:16 19:45 13:20 13:17 16:48 16:02 16:18 18:12 15:51 15:38 15:28 14:23 14:19 14:20 15:20 14:00 15:09 15:07 14:52 13:58 09:51 13:48 13:48 13:50 14:30 14:31 18:15 12:51 12:51 13:34 13:46 13:59 18:05 18:59 18:10 14:02 14:09 14:31 14:31 14:31 14:30 14:18 13:46
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J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.65 2.62 2.61 2.61 4.05 2.59 2.68 2.70 2.65 2.70 2.70 5.16 3.22 5.09 3.22 3.22 3.27 3.29 3.26 3.29 3.32 3.31 4.44 3.10 4.02 4.43 4.02 3.22 4.07 3.22 3.45 3.91 3.49 3.49 3.47 3.57 3.56 3.29 3.50 3.44 3.27 3.53 3.27 3.39 3.21 3.41 3.30 3.27 3.25 3.18 3.34 3.32 3.21 3.18 2.75 2.71 2.71 2.71 3.92 3.12 2.71 2.71 2.71 3.30 2.71 2.71 3.84 4.68 4.86 4.79 4.49 4.79 3.84 4.50 3.21 2.92 2.69 2.69 3.02 3.17
7.30 7.47 7.33 7.33 8.51 7.19 7.17 7.24 7.31 7.56 7.84 9.58 8.05 9.40 7.59 7.39 7.41 7.39 7.37 7.37 7.26 7.25 8.08 7.46 8.86 9.51 8.73 6.93 8.56 6.93 7.11 7.54 7.12 7.14 7.14 8.67 7.20 6.42 7.20 7.71 7.20 7.20 7.20 7.21 7.22 7.48 7.30 7.55 7.29 7.23 7.24 7.23 7.22 7.22 7.24 7.26 7.26 7.26 8.49 7.18 7.26 7.26 7.26 6.89 7.26 7.26 8.50 6.84 7.48 7.53 7.59 13.12 8.50 7.20 7.18 6.72 7.36 7.31 6.69 7.12
3.74 3.91 3.77 3.77 3.45 3.63 3.61 3.68 3.75 4.00 4.28 4.03 4.49 4.02 4.03 3.86 3.85 3.83 3.81 3.81 3.70 3.69 3.02 3.90 3.80 4.45 3.67 3.37 3.50 3.37 3.55 3.55 3.56 3.58 3.58 5.11 3.64 2.57 3.64 4.15 3.64 3.64 3.64 3.65 3.66 3.75 3.73 3.99 3.73 3.67 3.68 3.67 3.66 3.66 3.68 3.70 3.70 3.70 3.43 3.47 3.70 3.70 3.70 2.93 3.70 3.70 3.74 3.28 3.92 3.97 4.03 9.56 3.74 3.64 3.62 3.16 3.80 3.75 3.13 3.27
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2
18:28 13:43 15:20 15:19 12:42 00:09 15:07 15:08 18:27 15:28 14:56 15:25 14:14 15:26 15:25 16:48 17:01 17:23 17:50 17:52 19:37 19:27 13:10 15:59 12:37 12:36 12:37 20:26 12:38 20:28 19:04 19:04 21:29 20:03 20:04 11:12 20:05 05:24 20:01 10:36 20:30 20:30 20:33 19:51 20:14 00:28 00:26 01:04 00:28 20:14 20:14 20:15 20:18 20:17 20:21 20:45 20:45 21:07 21:08 09:03 21:06 20:57 20:57 05:54 20:59 20:24 18:25 15:24 13:55 13:21 13:22 14:59 18:27 20:48 20:23 05:53 18:02 18:18 11:49 09:16
3.74 3.91 3.77 3.77 3.45 3.50 3.61 3.68 3.75 4.00 4.21 4.03 4.38 4.02 4.03 3.86 3.85 3.83 3.81 3.81 3.70 3.69 3.02 3.70 3.55 4.44 3.67 3.37 3.48 3.37 3.55 3.55 3.55 3.58 3.58 5.07 3.64 2.56 3.64 4.14 3.64 3.64 3.64 3.65 3.66 3.74 3.73 3.96 3.73 3.67 3.68 3.67 3.66 3.66 3.68 3.70 3.70 3.70 3.43 3.45 3.70 3.70 3.70 2.91 3.70 3.70 3.74 3.28 3.92 3.95 3.97 7.73 3.74 3.64 3.62 3.15 3.78 3.74 3.13 3.26
2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2
18:28 13:43 15:21 15:21 12:43 00:15 15:08 15:08 18:10 15:29 15:03 15:25 15:15 15:26 15:25 16:49 17:02 17:23 17:51 17:52 19:37 19:28 13:10 15:31 12:39 12:37 12:38 20:27 12:39 20:29 19:05 19:04 19:04 20:03 20:05 10:41 20:06 05:40 20:02 10:37 20:31 20:31 20:33 19:52 20:14 00:28 00:27 01:04 00:28 20:14 20:14 20:16 20:19 20:18 20:22 20:45 20:45 21:08 21:08 09:04 21:07 20:58 20:58 11:49 21:00 20:24 18:26 15:25 13:55 13:54 13:53 14:59 18:27 20:48 20:23 05:54 19:12 18:29 11:50 11:53
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 14 of 62
J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.30 3.71 6.12 5.11 2.79 2.72 2.92 2.46 2.46 3.94 3.87 1.06 1.09 2.02 1.58 2.42 3.42 3.42 3.42 2.63 2.63 3.72 3.15 2.59 2.34 3.84 3.42 2.56 2.56 3.12 3.84 3.83 4.39 4.39 4.39 3.28 3.85 2.06 2.06 2.02 3.83 3.83 3.91 3.67 3.84 2.06 2.04 2.52 2.28 2.50 2.53 2.03 3.83 2.11 2.11 2.11 2.12 2.10 2.74 2.68 2.69 2.66 2.65 2.67 2.76 2.61 2.76 3.15 2.69 2.58 2.73 2.69 2.68 2.69 2.62 2.64 2.64 2.63 2.63 2.64
7.92 8.29 10.72 9.79 6.40 6.32 8.00 6.99 6.99 8.52 8.95 13.56 8.01 12.41 10.07 7.37 6.94 7.14 7.12 4.79 4.75 8.01 7.10 5.62 7.10 8.49 8.10 7.38 7.38 7.86 8.54 8.45 8.90 8.84 8.84 8.06 8.84 6.64 6.64 6.64 8.64 8.56 8.69 8.19 8.49 6.21 6.12 6.56 5.56 6.37 6.50 6.20 8.49 6.72 6.72 6.72 6.37 6.31 7.30 12.44 7.30 7.30 7.61 7.28 7.29 7.60 7.29 7.76 7.26 7.60 7.27 7.27 7.40 12.43 7.12 7.15 7.29 7.15 7.35 7.13
3.88 3.89 2.77 2.80 2.84 2.76 4.00 3.43 3.43 3.46 3.89 10.00 4.01 3.78 3.83 3.81 3.38 3.58 3.56 1.23 1.19 4.01 3.04 2.06 3.04 3.73 3.04 3.32 3.32 3.30 3.78 3.69 2.84 2.78 2.78 3.19 3.28 3.08 3.08 3.08 3.88 3.80 3.63 3.43 3.73 2.65 2.56 3.00 2.00 2.31 2.44 2.64 3.73 3.16 3.16 3.16 2.81 2.75 3.74 8.88 3.74 3.74 4.05 3.72 3.73 4.04 3.73 3.70 3.70 4.04 3.71 3.71 3.84 8.87 3.56 3.59 3.73 3.59 3.79 3.57
1 2 2 2 1 2 1 2 2 2 2 3 3 2 2 2 2 3 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2
20:17 09:10 14:32 14:32 20:18 11:27 09:20 20:53 20:52 21:04 20:48 00:16 02:21 12:35 20:41 20:50 20:58 02:58 20:19 12:15 12:18 00:00 09:54 12:42 11:16 18:17 15:33 13:00 13:00 12:58 17:25 17:41 14:43 12:21 12:21 12:48 15:32 13:09 13:09 13:09 15:31 16:09 18:53 21:08 17:45 15:32 12:24 10:46 09:50 12:17 14:02 15:23 17:44 13:30 13:30 13:30 12:43 12:37 18:11 03:19 18:13 18:12 16:10 18:13 18:22 14:35 17:55 18:19 18:18 14:36 18:13 18:07 18:55 03:19 17:42 16:23 16:10 17:39 15:44 17:40
3.88 3.89 -0.88 2.80 2.84 2.76 1.60 3.43 3.43 3.46 3.81 8.50 4.01 3.78 3.83 3.81 3.38 3.43 3.50 1.02 1.09 0.61 3.04 1.36 3.04 3.73 3.04 3.32 3.32 3.30 3.77 3.69 2.84 2.78 2.78 3.19 3.19 3.08 3.08 3.08 3.83 3.80 3.54 3.43 3.73 2.64 2.56 3.00 2.00 2.31 2.44 2.64 3.73 3.16 3.16 3.16 2.81 2.75 3.74 6.15 3.74 3.74 3.97 3.72 3.73 4.04 3.73 3.70 3.70 4.04 3.71 3.71 3.83 6.87 3.56 3.59 3.69 3.59 3.74 3.57
1 2 2 2 1 2 1 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2
12:47 09:11 11:42 14:33 20:18 07:51 19:40 20:53 20:53 21:04 20:42 23:19 05:33 12:36 20:41 20:50 20:59 02:15 21:07 12:17 12:15 21:00 11:48 12:18 09:09 18:17 09:45 13:00 13:00 12:59 18:05 17:42 21:58 12:22 12:22 12:48 12:50 13:09 13:09 13:09 18:01 16:09 18:53 21:09 17:46 15:34 12:24 10:22 21:33 12:17 10:57 10:25 17:44 13:31 13:31 13:31 12:43 12:38 18:11 03:41 18:13 18:12 16:00 18:13 18:23 14:36 17:55 18:19 18:19 14:37 18:13 18:10 18:28 02:52 17:43 16:23 14:46 17:39 15:58 17:40
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 15 of 62
J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.63 3.65 3.62 3.54 2.45 3.54 4.00 4.18 4.18 3.58 2.39 0.78 0.77 0.73 0.69 0.63 0.55 0.28 2.28 1.21 3.51 1.21 1.19 1.19 1.20 1.21 1.21 2.61 2.80 2.85 2.59 2.78 2.76 2.86 2.65 3.02 3.01 3.01 3.04 7.37 2.65 4.00 4.04 4.05 4.01 2.85 4.17 4.13 3.01 4.21 4.25 3.10 4.40 4.81 4.91 5.01 4.68 3.06 2.06 3.93 2.65 3.32 4.50 4.03 2.63 2.63 2.64 2.74 2.63 2.69 2.80 2.78 2.67 2.59 2.63 2.63 2.61 2.55 2.49 2.49
7.12 8.09 8.05 8.00 7.47 8.00 7.56 7.97 8.11 8.00 7.47 6.47 6.37 6.21 6.06 5.89 5.88 3.32 6.56 7.56 7.99 6.85 6.80 6.46 7.05 6.75 6.86 7.09 7.05 6.87 7.59 6.87 7.22 7.26 7.61 7.64 8.17 7.64 10.64 25.72 7.60 8.51 8.56 8.57 8.57 7.99 8.40 8.40 7.86 8.40 8.42 7.45 8.57 8.90 9.08 9.24 8.90 9.06 6.75 8.75 7.30 8.15 8.13 8.56 7.60 7.87 7.42 7.26 7.70 6.95 6.90 6.89 6.89 6.85 13.56 7.72 6.86 6.85 6.99 6.94
3.56 3.53 3.49 3.44 3.91 3.44 3.00 3.41 3.55 3.44 3.91 3.91 3.81 3.65 3.50 3.33 3.32 0.76 4.00 4.00 3.43 3.29 3.24 2.90 3.49 3.19 3.30 3.53 3.49 3.31 4.03 3.31 3.66 3.70 4.05 4.08 4.61 4.08 7.08 22.16 4.04 3.75 3.80 3.81 3.81 4.43 3.64 3.64 4.30 3.64 3.66 3.89 3.66 3.54 3.61 3.67 3.54 5.50 3.19 3.19 3.74 3.59 3.07 3.50 4.04 4.31 3.86 3.70 4.14 3.39 3.34 3.33 3.33 3.29 10.00 4.16 3.30 3.29 3.43 3.38
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2
17:42 18:01 21:06 21:03 15:36 21:04 11:48 21:02 18:49 21:04 16:00 13:28 13:23 15:34 12:18 12:20 12:21 21:45 00:00 10:47 21:08 11:47 11:47 11:48 10:46 11:48 12:18 12:53 12:49 15:18 14:38 05:21 05:28 05:26 14:37 05:03 14:17 05:03 04:54 04:14 14:32 17:48 18:04 17:46 17:35 13:37 18:50 18:50 13:48 19:11 19:28 05:41 20:03 20:32 20:30 20:28 20:32 15:43 12:50 12:49 18:28 16:38 13:07 20:46 05:09 14:16 13:09 13:12 14:17 13:09 13:02 12:48 12:23 01:40 00:31 14:26 12:42 12:43 12:28 12:26
3.56 3.53 3.49 3.44 3.91 3.44 2.50 3.41 3.53 3.44 3.91 3.91 3.81 3.65 3.50 3.33 3.32 0.59 0.61 4.00 3.43 3.29 0.84 0.54 2.23 3.19 3.30 3.53 3.49 3.31 4.03 3.31 3.66 3.70 4.05 4.08 4.60 4.08 7.07 22.16 4.04 3.75 3.80 3.81 3.81 4.13 3.64 3.63 3.69 3.64 3.66 3.79 3.66 3.54 3.61 3.67 3.54 4.55 3.19 3.19 3.74 3.59 3.07 3.50 4.04 4.11 3.86 3.70 4.14 3.39 3.34 3.33 3.33 3.29 7.04 4.14 3.30 3.29 3.43 3.38
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 3 2 3 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2
17:43 18:01 21:07 21:03 15:36 21:04 21:00 21:02 18:53 21:05 16:00 13:29 13:23 15:35 12:18 12:21 12:21 21:15 21:00 11:08 21:08 11:08 15:03 11:33 11:48 11:48 12:19 12:53 12:49 15:18 14:38 05:22 05:28 05:27 14:38 05:04 14:17 05:04 04:54 04:15 14:32 17:49 18:04 17:46 17:35 13:38 18:50 18:50 19:59 20:15 20:02 05:08 20:03 20:33 20:31 20:30 20:33 15:09 12:51 12:50 18:29 16:38 13:07 20:50 05:09 05:15 13:09 13:13 14:18 13:09 13:02 12:48 12:24 12:17 21:45 14:30 12:43 12:43 12:28 12:26
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 16 of 62
J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.50 2.54 2.61 2.60 2.54 1.54 3.50 2.73 1.54 1.55 1.48 1.46 1.47 1.48 1.49 1.50 3.24 1.51 1.59 1.58 3.17 1.57 1.57 1.19 3.17 3.21 1.18 1.18 1.17 1.16 1.14 5.66 0.40 0.42 0.44 0.44 2.84 0.45 3.17 2.84 3.78 3.37 3.41 5.32 3.33 2.68 2.67 2.67 2.67 2.67 2.67 2.66 2.66 3.97 3.92 3.11 3.19 3.20 2.73 2.74 2.79 2.64 2.64 2.27 2.29 2.73 1.55 2.80 3.48 2.38 4.39 4.26 1.20 3.12 0.58 3.50 1.21 0.39 3.70 4.52
6.87 6.87 6.87 6.88 6.86 7.04 7.36 7.68 6.62 6.62 6.49 6.48 6.48 6.51 6.54 6.55 8.28 6.57 6.67 6.66 8.28 6.66 6.65 6.08 14.06 8.27 5.93 5.87 6.05 6.61 6.30 6.69 1.40 2.90 4.84 5.83 7.82 6.19 7.06 7.77 6.13 8.23 5.68 7.78 6.08 7.29 7.29 7.29 7.29 7.28 7.27 7.30 7.58 9.67 8.06 12.06 5.68 7.25 9.50 6.54 7.40 7.27 10.05 8.18 7.62 7.03 5.00 7.75 7.99 7.25 6.17 8.48 8.04 5.44 4.73 7.97 3.96 3.87 4.85 7.72
3.31 3.31 3.31 3.32 3.30 3.44 3.76 4.12 3.02 3.02 2.89 2.88 2.88 2.91 2.94 2.95 4.22 2.97 3.07 3.06 4.22 3.06 3.05 2.48 10.00 4.21 2.33 2.27 2.45 3.01 2.70 -2.31 -2.20 -0.70 1.24 2.23 3.76 2.59 3.50 3.71 2.07 4.67 2.12 2.22 2.52 3.73 3.73 3.73 3.73 3.72 3.71 3.74 4.02 5.21 3.69 8.50 2.12 3.69 6.00 3.04 3.40 3.71 6.49 4.62 4.06 3.47 3.64 3.69 3.43 3.69 2.61 2.55 2.55 1.38 1.17 3.41 0.40 0.31 1.29 4.16
2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:20 15:07 11:56 11:57 11:58 01:47 00:28 14:19 16:22 16:23 15:22 15:12 15:11 15:14 15:17 15:12 14:51 15:10 16:53 16:40 14:50 16:36 16:27 12:56 03:51 14:51 13:19 13:26 12:35 14:45 14:45 12:15 12:15 12:16 12:18 12:18 16:34 12:18 03:13 16:57 12:19 00:31 12:40 12:36 22:05 18:29 18:06 18:05 18:05 19:52 20:25 19:15 15:23 12:37 20:07 14:56 12:14 12:14 17:34 09:32 08:13 15:53 15:44 12:00 19:06 08:15 20:07 16:37 21:11 16:54 17:50 12:26 14:54 12:16 12:12 21:02 12:15 12:15 12:14 12:06
3.31 3.31 3.31 3.32 3.30 3.44 3.75 4.12 3.02 3.02 2.89 2.88 2.88 2.91 2.94 2.95 4.22 2.97 3.07 3.06 4.22 3.06 3.05 2.48 5.65 4.21 2.33 2.27 2.45 2.99 2.70 -2.31 -2.20 -1.77 -1.08 -0.91 3.76 -0.23 3.50 3.71 2.07 4.67 2.12 2.22 2.36 3.73 3.73 3.73 3.73 3.72 3.70 3.74 3.92 3.94 3.69 6.22 2.12 3.68 4.59 3.04 1.20 3.70 5.01 4.62 4.06 3.46 3.64 3.69 3.43 3.69 2.50 2.55 2.54 1.26 0.74 3.41 0.39 0.31 1.29 4.16
2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12:21 15:15 11:56 11:57 11:58 02:44 00:29 14:20 16:22 16:23 15:23 15:15 15:16 15:15 15:18 15:13 14:31 15:10 16:53 16:40 14:51 16:36 16:28 12:57 15:08 14:51 13:20 13:27 15:18 15:02 14:34 12:15 12:15 12:15 12:15 12:15 16:34 12:15 02:06 16:57 12:20 19:49 12:41 12:37 18:44 18:30 18:06 18:05 18:05 19:53 20:26 19:15 17:41 12:56 20:08 15:53 12:15 12:15 08:39 09:33 20:52 20:24 15:53 11:56 22:26 09:31 20:08 16:37 21:12 16:54 13:55 12:27 12:27 12:16 12:19 21:02 12:15 12:15 12:15 12:06
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JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
3.64 3.72 3.72 3.72 0.00 0.00 3.72 3.72 0.00 5.21 3.72 3.72 3.72 3.72 3.72 3.72 3.72 3.72 3.72 2.28 3.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.46 1.63 1.63 0.00 6.22
7.61 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.63 2.76 0.00 8.23
3.61 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.13 1.26 -1.00 -7.77
2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:50 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:56 12:15 12:15 00:00 12:08
3.61 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.13 1.26 -1.00 -7.80
2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
16:50 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:57 12:15 12:15 00:00 12:09
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 9.97 2 10:40 0 2.81 -2.834 J-104 JUNCTION 4.51 7.22 2 11:50 0.411 2.26 13.998 J-106 JUNCTION 0.00 8.48 2 10:17 0 1.05 9.607 J-109 JUNCTION 0.00 11.68 2 10:42 0 3.51 7.851 J-11 JUNCTION 0.00 14.38 3 04:17 0 3.28 7.702 J-110 JUNCTION 5.31 10.88 2 12:14 0.447 1.94 0.621 J-113 JUNCTION 0.00 12.10 2 12:02 0 3.24 6.170 J-114 JUNCTION 0.00 21.32 3 05:06 0 3.41 -0.642 J-118 JUNCTION 0.00 19.30 3 03:49 0 3.69 0.636 J-12 JUNCTION 0.00 15.65 3 03:16 0 2.26 0.711 J-121 JUNCTION 5.21 6.27 2 08:59 0.419 0.698 10.186 J-126 JUNCTION 12.26 31.54 2 13:22 1.22 1.61 0.132 J-126A JUNCTION 0.00 25.11 2 13:22 0 0.449 0.000 J-127 JUNCTION 0.00 7.73 2 10:34 0 1.2 -0.664 J-128 JUNCTION 0.00 9.21 2 10:29 0 1.29 -1.596 J-129 JUNCTION 9.49 10.06 2 12:14 0.8 1.92 -1.240 J-130 JUNCTION 0.00 9.63 3 03:48 0 2.57 1.637 J-131 JUNCTION 0.00 7.42 3 01:00 0 2.29 1.209
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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% % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 18 of 62
J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-158A J-15A J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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7.21 0.00 0.00 0.00 8.58 0.00 0.00 1.46 7.37 0.00 0.00 0.00 12.28 0.00 0.00 0.00 3.37 0.00 2.16 0.00 1.88 3.63 0.00 0.00 2.38 2.16 0.00 0.00 0.00 0.00 4.63 4.06 0.00 7.29 0.00 7.52 0.00 5.40 0.00 0.00 0.00 9.35 0.00 0.00 3.53 0.00 0.00 2.97 5.18 0.00 3.89 0.00 6.00 0.00 0.00 5.50 0.00 0.00 3.57 0.00 4.47 0.00 4.23 0.00 2.96 3.03 5.43 0.00 7.35 6.03 5.28 0.00 7.36 0.00 0.00 0.00 0.00 0.00 0.00 4.79
7.21 3.66 4.50 4.68 9.20 5.17 3.81 22.38 7.37 3.65 3.79 3.70 22.64 19.30 9.56 11.42 6.89 7.23 11.06 7.49 7.64 8.83 13.76 4.06 4.19 3.41 4.65 2.18 7.69 11.14 22.54 20.88 24.91 22.49 15.82 21.61 17.48 29.41 24.84 23.04 21.53 9.69 4.85 17.18 7.62 5.57 4.71 6.94 5.18 3.88 14.27 12.87 7.88 10.47 24.50 42.53 37.15 3.91 4.34 3.35 6.63 10.88 11.95 5.26 6.31 4.54 5.98 14.22 16.46 24.15 5.28 5.39 7.77 4.44 16.53 7.67 68.09 60.49 9.04 7.97
2 2 2 3 2 2 2 2 2 2 1 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 0 2 0 1 2 2 2 2 2 2 1 1 2 2 2 2 2 1 2 2 2 2 3 2 2 0
12:14 09:53 11:40 03:49 12:14 10:30 11:49 11:52 12:14 08:52 22:14 10:14 11:01 09:57 11:52 11:28 00:36 15:34 01:40 02:50 14:21 12:28 14:17 10:23 12:14 10:22 10:02 08:46 08:46 08:53 11:52 10:48 16:09 11:46 10:35 09:50 10:22 13:37 13:37 10:30 10:30 12:14 17:35 10:48 09:43 04:02 08:09 10:31 12:14 09:24 11:07 10:02 04:45 09:28 20:55 01:24 19:24 05:18 11:48 04:57 11:48 00:29 09:44 10:37 11:21 10:51 12:14 01:57 10:06 11:47 12:14 09:34 12:14 08:37 11:49 22:40 00:04 14:45 23:31 21:34
0.623 0 0 0 0.751 0 0 0.106 0.642 0 0 0 1.34 0 0 0 0.294 0 0.179 0 0.153 0.32 0 0 0.184 0.163 0 0 0 0 0.384 0.329 0 0.643 0 0.638 0 0.436 0 0 0 0.886 0 0 0.31 0 0 0.254 0.482 0 0.346 0 0.493 0 0 0.472 0 0 0.265 0 0.354 0 0.335 0 0.253 0.261 0.436 0 0.612 0.576 0.413 0 0.607 0 0 0 0 0 0 0.38
1.49 0.934 1.71 1.7 1.78 1.32 0.189 2.01 1.24 0.684 0.685 0.716 2.66 1.37 0.378 1.29 2.52 2.53 2.72 2.63 2.76 3.02 3.26 0.543 0.533 0.265 0.386 0.145 1.28 2.51 1.99 1.03 0.696 1.57 0.66 1.08 0.427 1.66 1.38 1.74 1.4 1.55 1.31 0.399 1.57 1.3 1.53 2.29 1.21 1.01 1.75 1.35 1.04 1.51 2.32 4.07 1.87 1.03 1.18 1.11 1.47 3.37 2.87 0.911 0.628 0.521 1.21 1.51 4.1 2.09 0.68 1.04 1.42 1.48 0.431 1.4 2.94 2.31 2.57 2.21
1.448 8.581 2.298 2.955 0.696 3.160 8.006 1.687 1.323 7.069 9.751 11.927 0.134 0.358 6.822 0.894 -0.359 -0.969 2.421 1.333 1.148 0.078 1.152 6.829 8.010 9.852 21.563 36.489 1.167 -6.778 1.479 0.323 -13.687 0.662 -21.291 0.732 -5.297 0.380 0.000 0.655 0.688 6.233 6.124 -12.372 -1.402 1.493 6.907 -0.992 12.359 12.899 0.231 15.365 -12.455 1.600 -2.618 -0.310 2.072 6.987 4.565 9.828 6.965 1.210 9.836 4.915 20.365 2.302 3.662 5.111 2.198 0.985 -5.925 8.001 -12.350 4.192 -5.874 -0.856 -1.770 -16.256 -0.180 -1.791
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 19 of 62
J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.59 0.00 0.00 0.00 4.78 0.00 0.00 0.00 0.00 0.00 0.00 5.16 0.00 0.00 0.00 0.00 0.00 2.99 0.00 9.49 0.00 0.00 0.00 1.83 0.00 0.00 1.85 0.00 0.00 4.97 5.05 4.80 0.00 4.62 0.00 3.93 0.00 3.85 0.00 0.00 5.83 0.00 0.00 3.87 0.00 0.00 0.00 0.00 0.00 10.52 0.00 10.62 0.00 0.00 5.59 0.00 5.39 0.00 0.00 6.79 0.00 0.00 0.00 0.00 4.53 0.00 0.00 7.84 0.00 0.00 0.00 4.93 0.00 0.00 7.69 0.00 4.31 0.00 0.00 6.19
7.36 25.30 18.66 9.13 20.76 0.00 34.61 7.23 17.14 7.00 8.11 8.53 8.22 25.20 2.11 31.67 27.28 32.35 27.76 29.13 26.07 7.16 7.47 6.66 22.30 3.18 20.61 16.61 10.76 15.25 25.81 8.82 9.84 16.39 14.66 5.89 18.81 17.84 15.77 3.24 16.44 14.63 4.03 17.89 18.45 7.11 2.67 3.49 3.63 46.02 35.93 14.29 5.85 3.87 25.16 25.78 27.07 82.23 85.76 22.39 17.34 10.21 4.54 5.40 6.55 7.90 6.96 9.78 8.47 7.17 25.19 31.62 23.20 10.96 35.17 15.06 13.09 10.13 6.47 6.19
1 2 2 1 2 0 1 3 2 3 3 2 3 2 2 1 2 2 1 3 3 2 3 2 2 2 2 1 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 3 2 2 2
21:21 08:37 15:19 20:24 11:48 00:00 08:13 01:45 11:49 00:32 00:34 12:15 04:08 00:38 18:44 08:14 09:08 11:36 22:30 05:57 05:57 05:48 05:10 05:48 01:00 11:35 07:12 22:31 09:10 09:05 11:49 09:27 09:27 05:53 05:53 12:14 11:49 11:41 11:41 11:24 11:41 11:41 10:50 11:45 11:45 11:48 10:11 10:22 10:05 13:51 13:52 12:14 02:29 11:42 05:40 05:40 13:17 12:38 12:42 11:44 11:43 15:22 12:00 11:37 11:51 10:55 10:59 11:47 11:41 11:40 11:26 05:09 04:43 11:51 11:39 09:33 05:52 10:14 10:28 12:14
0.419 0 0 0 0.439 0 0 0 0 0 0 0.455 0 0 0 0 0 0.257 0 0.867 0 0 0 0.149 0 0 0.15 0 0 0.409 0.448 0.389 0 0.397 0 0.35 0 0.317 0 0 0.5 0 0 0.354 0 0 0 0 0 0.947 0 0.905 0 0 0.499 0 0.497 0 0 0.519 0 0 0 0 0.455 0 0 0.779 0 0 0 0.463 0 0 0.724 0 0.367 0 0 0.59
2.12 4.77 0.646 3.37 1.42 0 3.68 3.82 0.436 3.97 4 4.04 3.79 7.83 0.391 7.15 4.98 6.82 1.63 2.7 1.49 1.76 1.69 1.82 2 0.854 4.86 4.6 2.88 2.78 1.87 2.44 3.82 1.35 0.755 2.14 0.811 1.15 0.634 0.938 1.37 0.767 0.566 0.752 0.566 2.17 0.803 0.886 0.87 2.06 1.56 3.02 0.937 0.804 1.55 1.28 1.36 1.98 1.85 0.947 0.346 0.614 1.64 2.12 2.55 2.55 1.78 2.25 1.97 2.58 2.13 3.34 0.764 2.74 4.31 2.86 3.37 1.57 1.28 1.27
-0.634 4.970 -33.431 2.462 0.622 0.000 1.577 1.687 9.773 2.923 1.862 -0.850 1.526 0.029 0.062 -1.072 -3.696 0.430 -4.157 0.419 0.000 4.299 -0.010 3.231 2.367 7.332 -3.459 -0.551 -0.694 0.776 0.488 0.923 1.351 0.291 -0.147 2.554 -15.044 0.398 -4.711 4.348 0.298 -3.680 12.334 0.731 1.468 1.508 17.182 9.619 14.792 0.324 -0.010 0.528 14.905 14.794 0.425 -7.256 1.968 1.541 -13.203 -16.515 -22.595 0.054 6.951 1.030 0.043 0.120 10.495 0.359 3.061 0.212 -1.540 0.008 0.553 -0.756 -0.335 0.654 11.049 2.735 16.476 10.147
% % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 20 of 62
J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 4.68 7.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.94 0.00 0.00 5.90 0.00 0.00 0.00 0.00 3.69 7.56 3.67 0.00 12.21 0.00 0.00 0.00 0.00 7.84 0.00 6.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.39 5.39 0.00 5.96 0.00 0.00 0.00 1.80 0.00 0.00 0.00 0.00 9.03 0.00 0.00 0.00 0.00 0.00 1.54 1.13 0.00 0.00 1.00 1.35 4.35 2.93 0.00 0.00 0.00 3.42 4.60 0.00 0.00 1.12 0.00 2.25 5.50 0.00 0.00 11.14 0.00 0.00 0.00
4.63 61.36 21.61 20.62 4.90 4.82 6.41 15.14 15.14 15.55 8.74 8.64 6.54 52.82 19.46 19.55 9.99 17.82 22.88 9.62 28.32 23.61 35.24 27.67 5.00 4.08 21.39 19.15 15.68 50.93 21.59 10.07 21.59 7.95 11.58 8.10 8.51 8.60 6.68 6.95 31.28 20.25 115.58 73.04 44.43 17.36 20.17 14.72 25.37 30.35 21.95 24.15 23.41 124.57 18.16 13.25 52.55 65.96 76.78 61.67 46.71 27.28 28.17 19.06 18.56 32.43 23.86 18.09 15.09 9.58 15.93 21.16 5.72 18.44 16.84 7.58 28.37 10.42 10.10 9.30
3 2 3 3 2 2 3 2 2 2 3 3 2 3 3 3 3 2 2 2 2 2 3 3 3 3 2 3 3 3 2 3 2 1 0 0 1 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2
05:20 10:40 04:34 04:34 10:36 10:34 05:19 11:48 11:48 11:48 03:44 05:35 11:07 04:13 04:13 04:13 04:14 10:38 08:56 10:22 11:22 11:20 02:15 02:36 03:19 03:46 08:25 05:06 05:06 05:22 10:23 03:57 10:23 16:57 16:15 16:26 13:44 12:05 12:15 06:23 14:28 14:10 12:37 12:34 12:37 07:46 02:15 07:46 06:36 08:15 08:15 07:01 06:58 11:12 06:39 11:06 10:39 11:12 11:17 08:35 07:51 06:50 06:18 07:11 05:23 06:41 07:19 22:19 06:52 07:25 10:42 11:47 11:24 11:48 11:48 08:56 10:41 09:05 10:53 11:35
0 0.428 0.742 0 0 0 0 0 0 0 0.435 0 0 0.52 0 0 0 0 0.302 0.766 0.334 0 1.12 0 0 0 0 0.706 0 0.592 0 0 0 0 0 0 0 0.616 0.462 0 0.584 0 0 0 0.134 0 0 0 0 0.919 0 0 0 0 0 0.272 0.246 0 0 0.206 0.231 0.342 0.291 0 0 0 0.318 0.413 0 0 0.217 0 0.249 0.613 0 0 0.953 0 0 0
0.833 2.14 1.27 0.545 0.889 0.916 1.03 0.429 1.02 0.701 1.55 2.74 1.43 2.39 1.21 0.79 1.38 4.6 1.54 2.13 1.04 1.25 7.61 2.1 1.73 1.74 0.573 2.38 1.28 3.65 1.62 1.51 1.39 1.35 1.32 1.31 1.33 1.75 0.792 2.28 7.63 2.03 5.42 2.01 5.69 3.12 5.92 3.2 3.2 4.39 1.64 3.01 3.23 6.39 0.446 3.55 4.53 4.96 7.23 6.64 4.98 4.13 4.37 1.4 1.95 5.36 4.07 3.7 3.41 3.37 5.79 3.75 1.58 1.12 0.575 0.673 4.46 2.88 0.671 0.684
18.925 0.677 0.657 0.736 11.305 12.094 4.083 -2.732 3.504 -14.662 9.524 2.254 4.482 -0.001 0.213 0.074 2.951 -2.014 -0.431 0.898 0.723 0.243 -0.373 0.102 5.834 6.040 1.163 0.598 -11.681 -0.611 12.313 8.957 0.243 9.550 7.704 10.042 3.566 -0.709 -14.447 6.568 0.242 -4.417 0.023 -37.968 0.011 2.069 2.325 1.040 0.037 0.575 0.000 0.418 0.521 -1.349 27.637 10.227 -2.672 -7.221 -8.006 -2.961 -13.934 -14.689 -10.155 0.705 5.868 0.842 -1.080 -3.683 0.804 3.559 5.114 7.698 7.724 -0.186 0.514 1.436 -0.634 12.268 3.058 5.379
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 21 of 62
J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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8.25 0.00 1.90 2.01 0.00 4.63 0.00 1.94 0.00 0.00 6.02 4.85 1.59 0.00 0.00 0.00 0.99 0.00 0.00 4.59 3.64 0.00 2.36 0.00 0.00 5.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.59 0.00 9.93 0.00 0.00 0.00 5.56 7.53 0.00 0.00 0.00 0.00 10.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.25 0.00 0.00 3.60 10.93 0.00 0.00 0.00 0.00 3.46 0.00 0.00 6.17
10.87 26.65 9.92 8.39 3.43 7.33 8.63 70.51 125.64 140.43 26.79 5.94 7.59 30.85 12.81 10.87 24.32 23.02 39.05 44.75 15.46 20.42 32.55 30.42 28.45 26.92 25.07 14.51 237.80 185.41 9.32 28.09 51.82 42.58 51.75 22.56 22.99 5.86 6.18 48.43 3.78 5.37 4.36 21.34 4.04 20.44 16.09 5.67 20.30 45.11 41.72 16.81 16.81 2.03 18.23 10.59 5.82 4.90 15.27 27.62 22.66 15.19 6.03 5.82 6.14 8.87 8.35 16.50 8.56 10.65 20.19 10.93 4.00 4.00 4.42 5.56 3.48 52.28 8.58 26.28
2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 0 1 2 2 2 2 2 2 2 2 3 3 2 3 2 2 2 3 3 3 2 2 0 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2
11:35 05:52 11:37 11:16 09:13 12:14 06:36 07:53 07:31 11:55 12:01 05:38 09:05 05:54 11:19 11:45 11:41 22:01 06:14 09:10 14:32 14:34 06:52 14:05 12:18 09:52 09:01 05:01 00:16 20:38 05:48 12:35 12:34 12:36 02:57 02:57 02:57 12:12 12:17 00:00 00:04 15:33 11:16 09:09 23:51 19:27 23:20 15:34 09:10 09:40 14:43 23:14 23:14 08:11 15:31 12:14 10:48 23:45 09:41 09:41 07:51 03:44 09:47 16:03 18:11 15:18 14:27 14:30 15:27 15:33 10:13 12:14 16:51 16:51 15:33 16:04 11:03 12:13 11:01 11:48
0.934 0 0.212 0.222 0 0.516 0 0.222 0 0 0.578 0.418 0.295 0 0 0 0.18 0 0 0.524 0.321 0 0.197 0 0 0.484 0 0 0 0 0 0 0 0 1.31 0 0 0 0 0 0 0 0 0.326 0 0.871 0 0 0 0.478 0.623 0 0 0 0 0.842 0 0 0 0 0 0 0 0 0 0 0 0.383 0 0 0.291 1.17 0 0 0 0 0.303 0 0 0.591
1.48 3.72 1.41 1.52 0.0604 2.14 1.66 3.12 1.18 2.59 1.39 0.579 2.91 3.64 0.66 0.39 3.72 4.42 19.3 18.4 14.1 14.1 17.7 17.5 17.6 1.77 1.16 3.17 4.73 1.86 1.51 1.56 1.7 1.79 4.48 1.01 0.868 0.202 0.0523 1.18 0.795 1.39 1.39 0.811 1.42 1.42 0.616 0.876 0.17 1.38 2.1 0.218 0.186 0.046 0.527 1.76 0.401 0.497 0.651 0.453 2.17 1.76 0.779 1.07 1.15 1.79 1.17 2.04 1.94 2.06 2.24 2.21 0.497 0.627 1.14 1.07 0.649 2.53 0.672 2.22
2.312 7.899 3.551 1.970 -3.638 -0.168 0.246 0.169 -5.440 0.000 2.220 -2.255 11.203 -5.122 24.254 2.872 -12.171 12.188 0.267 -1.800 -0.375 -0.203 0.250 -0.107 0.056 1.261 0.000 14.923 -11.009 -53.905 0.394 0.919 0.208 0.173 0.441 0.205 8.156 -1.136 0.000 0.323 2.508 -0.691 13.681 1.052 0.000 0.425 0.282 20.089 13.416 1.426 0.411 1.627 1.891 47.808 0.041 0.634 0.276 0.605 28.615 9.001 1.090 7.305 1.034 7.956 7.617 -2.501 0.194 0.068 10.038 3.888 1.264 0.224 0.325 0.258 8.868 8.621 29.969 4.099 18.885 1.741
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 6.31 8.30 2.92 5.30 1.58 0.00 4.04 3.20 0.00 0.00 0.00 6.15 0.00 7.02 0.00 3.41 1.98 13.07 4.92 0.00 4.45 0.00 5.80 0.00 0.00 8.27 0.00 4.01 2.97 0.00 3.55 0.00 0.00 0.00 0.00 0.00 0.00 5.54 0.00 0.00 0.00 0.00 6.54 4.55 5.30 3.28 0.00 0.00 0.00 4.20 0.00 2.81 0.00 0.00 0.00 0.00 5.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.62 0.00 0.00 0.00 0.00 3.53 0.00 0.00 0.00 5.79 0.00 0.00
18.86 7.23 7.05 8.30 3.48 11.43 8.73 7.48 4.87 44.31 21.13 45.47 13.25 28.53 25.64 23.60 20.80 9.33 13.64 16.16 10.67 13.45 8.26 13.41 7.38 72.60 9.31 10.76 7.21 5.70 3.24 3.41 4.83 7.83 6.79 4.90 8.08 2.44 9.49 5.54 9.82 10.89 6.04 6.24 6.54 4.55 7.03 6.38 9.63 7.62 16.05 13.46 4.11 40.34 24.08 24.08 82.95 18.27 6.66 3.23 7.88 9.15 21.42 20.65 54.58 56.32 18.00 7.64 28.53 19.53 13.18 78.66 7.46 59.64 93.83 66.92 7.60 27.25 16.14 13.98
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 1 1 1 3 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2
11:48 04:07 12:14 12:14 09:09 11:47 07:46 10:56 12:14 12:31 11:48 12:31 10:04 11:25 11:24 11:46 11:46 10:36 17:06 12:14 12:14 01:58 10:50 01:58 15:00 11:49 11:47 08:31 10:22 12:14 15:33 15:34 12:14 18:07 15:34 15:54 00:00 10:18 08:39 12:14 12:17 12:32 12:25 12:17 12:14 12:14 15:45 14:19 10:13 04:47 04:47 04:47 10:17 15:24 05:22 05:22 04:46 22:55 12:14 10:01 10:55 09:42 10:57 13:37 07:21 07:37 13:48 09:17 10:55 10:55 09:34 16:16 10:08 15:44 10:17 15:43 09:04 15:32 09:56 10:57
0 0 0.537 0.782 0.25 0.459 0.126 0 0.361 0.297 0 0 0 0.588 0 0.586 0 0.262 0.142 1.24 0.413 0 0.348 0 0.55 0 0 0.751 0 0.358 0.255 0 0.32 0 0 0 0 0 0 0.521 0 0 0 0 0.633 0.505 0.59 0.363 0 0 0 0.466 0 0.311 0 0 0 0 0.445 0 0 0 0 0 0 0 0 0 0.229 0 0 0 0 0.321 0 0 0 0.491 0 0
0.98 1.78 1.03 1.43 0.621 1.74 1.01 0.863 1.07 3.81 1.38 3.02 3.18 0.994 0.421 1.05 0.538 1.48 2.03 3.49 3.62 4.16 2.83 1.6 3.68 3.45 0.89 2.24 2.01 0.382 0.636 0.615 0.936 0.94 0.944 0.201 0.202 0.348 1.6 0.822 1.4 1.4 0.628 0.632 0.633 0.643 1.58 2.06 2.54 2.64 1.83 2.74 1.15 8.28 2.2 2.19 5.05 3.34 1.14 1.24 1.51 1.94 3.3 1.72 4.97 2.15 2.2 2.35 5 1.3 2.08 3.74 1.59 2.54 2.81 1.83 0.89 1.82 0.737 2.74
-8.292 4.266 6.011 0.605 26.950 3.918 7.656 4.504 15.644 0.823 -1.898 0.407 0.923 0.701 0.000 1.040 0.000 3.701 0.851 2.820 0.926 6.270 -0.475 12.714 0.036 -0.435 -2.319 10.942 4.072 0.157 -0.435 0.032 -0.043 -0.499 0.012 0.407 0.143 4.210 14.951 1.117 0.299 -0.050 0.668 0.573 0.353 -17.334 -2.336 -2.732 1.764 0.636 -10.332 -6.004 10.599 -3.943 2.597 -0.764 -4.901 -5.150 6.978 10.962 15.553 13.806 0.347 -4.285 5.984 -16.956 -1.882 5.939 0.797 -3.484 2.223 16.789 -0.345 -0.324 -24.179 -14.359 8.555 0.388 3.485 12.323
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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7.07 0.00 2.72 0.00 0.00 0.00 3.81 0.00 0.00 0.00 2.52 0.00 0.00 0.00 0.00 0.00 4.32 0.00 0.00 0.00 0.00 1.45 0.00 0.00 0.00 7.74 0.00 0.00 0.00 1.03 0.00 0.00 6.06 0.00 0.00 5.34 4.94 0.00 4.65 4.20 4.34 5.22 0.00 0.00 0.00 6.84 0.00 0.00 1.23 0.00 0.96 0.00 3.49 0.00 0.00 4.29 7.31 0.00 3.32 0.00 5.24 0.00 0.00 0.00 0.00 2.98 0.00 1.99 0.00 6.22 0.00 0.00 2.75 0.00 5.36 9.74 0.00 8.86 0.00 2.56
22.49 14.53 17.86 27.31 5.41 5.92 33.32 7.22 7.10 5.62 5.88 3.96 26.66 20.52 4.07 1.88 4.32 2.53 3.34 2.90 4.21 4.67 3.43 8.73 17.34 8.40 14.25 8.09 7.89 15.82 9.36 5.15 6.38 5.30 8.08 5.34 5.80 6.28 26.61 6.43 7.20 5.22 34.99 17.08 5.43 9.34 8.72 11.96 22.82 16.33 8.76 8.14 8.04 4.47 4.87 4.29 12.87 5.42 17.98 13.70 11.58 16.23 58.87 6.66 5.09 10.82 10.15 5.64 5.26 23.35 20.23 61.03 41.00 77.93 5.36 9.74 10.14 16.28 15.35 59.47
2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2
14:19 12:36 12:02 11:56 15:21 14:17 09:42 04:47 00:44 07:16 04:47 13:11 15:58 09:41 13:10 12:01 12:14 11:56 16:29 17:27 05:54 16:15 15:15 09:40 09:43 12:14 00:41 02:45 00:41 22:46 23:35 08:43 12:12 08:53 11:47 12:14 12:14 02:33 10:49 08:51 01:31 12:14 03:06 11:06 10:52 12:14 15:54 15:03 15:54 12:15 12:15 12:18 12:16 12:16 10:14 12:14 12:14 11:48 15:34 16:00 00:21 22:05 15:31 10:02 08:54 11:00 10:56 09:09 08:19 09:51 11:07 12:42 12:37 15:43 12:14 12:14 10:29 12:16 20:47 15:44
0.693 0 0.3 0 0 0 0.386 0 0 0 0.279 0 0 0 0 0 0.482 0 0 0 0 0.161 0 0 0 0.646 0 0 0 0.0896 0 0 0.578 0 0 0.504 0.463 0 0.43 0.378 0.393 0.491 0 0 0 0.668 0 0 0.102 0 0.0738 0 0.306 0 0 0.393 0.816 0 0.371 0 0.58 0 0 0 0 0.261 0 0.181 0 0.598 0 0 0.257 0 0.501 1.02 0 0.712 0 0.24
6.86 2.22 1.1 0.485 1.19 1.33 3.37 1.41 1.63 1.16 1.29 1.08 2.42 0.767 1.35 0.761 0.96 0.72 0.714 0.754 0.871 0.337 0.748 0.994 0.858 1.27 2.3 1.4 2.06 3.27 1.19 1.14 1.16 0.596 1.05 0.533 0.514 0.62 4.37 1 1.35 0.521 2.79 3.58 0.594 1.23 1.22 1.29 4.42 5.13 0.771 0.697 0.698 0.392 1.36 0.393 4.5 1.39 4.32 4.31 4.07 3.81 2.79 0.611 0.505 0.974 0.764 0.822 0.802 1.17 0.753 1.89 6.17 1.57 0.501 1.02 0.314 1.02 13.8 2.06
8.660 10.237 -1.312 -12.434 -3.435 -0.161 0.039 -1.657 -4.640 -0.865 -1.522 -4.645 0.725 0.000 -5.511 -1.474 -5.512 -2.299 -7.067 -6.000 -19.832 -7.968 -5.120 -0.085 0.000 8.350 0.011 2.996 0.739 -0.041 2.164 2.237 0.256 3.235 26.801 -2.273 -2.749 1.803 -1.030 0.382 0.765 -2.970 2.177 1.385 3.658 -1.184 1.476 8.540 -1.154 0.025 0.085 0.134 0.154 0.214 5.827 0.082 1.776 3.840 0.091 5.386 -0.241 5.820 -27.446 6.322 9.720 8.072 6.464 10.420 10.846 0.737 14.183 -14.829 6.394 7.644 0.102 0.086 0.565 6.340 0.110 0.295
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 3.33 0.00 0.00 1.04 0.00 0.00 8.07 0.00 0.00 0.00 8.69 0.00 7.23 4.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
69.28 10.73 12.18 25.05 53.33 7.09 13.23 8.07 52.57 93.00 85.78 23.20 48.35 61.84 6.72 6.98 17.13 55.33 10.02 12.31 7.59 8.30 2.82 1.70 12.58 19.87 2.82 5.13 7.23 7.38 6.71 6.63 5.36 9.74 0.00 12.49 7.81 8.08 48.43 4.62 2.84 1.41 3.85 2.06 1.44 1.95 1.90 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.33 4.87 12.40 3.79 16.14
2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 0 0 2 2 3 3 1 1 2 2 2 2 2 2 2 2 2 2 0 2 2 0 0 2 2 1 2 1 0 2 2 0 0 2 1 1 0 2 2 2 2 1 2 0 0 2 2 0 0 0 1 2
15:43 21:52 11:37 09:05 09:04 11:16 04:05 12:14 14:52 15:03 15:03 12:17 12:18 09:44 12:15 12:17 00:00 00:00 04:56 12:17 00:20 02:55 19:27 03:03 14:59 14:34 10:28 14:54 14:28 14:59 12:15 12:17 12:14 12:15 00:00 12:16 14:33 00:00 00:00 08:40 06:09 02:30 05:14 16:11 18:42 08:37 17:36 18:06 22:30 05:21 07:49 13:26 22:47 11:34 09:39 09:24 09:54 17:15 01:21 17:23 17:43 04:03 07:21 00:00 00:00 00:00 01:28 12:15
0 0.373 0 0 0.202 0 0 0.716 0 0 0 0.762 0 0.713 0.421 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.06 1.19 3.13 5.05 2.8 1.57 2.43 1.5 2.5 2.41 0.777 1.55 1.07 3.12 0.453 0.137 4.12 5.19 1.86 2.91 2.57 3.66 1.77 0.951 6.43 3.83 1.5 1.51 1.15 3.59 0.136 0.166 0.5 1.02 0 0.649 0.0306 0.203 1.18 2.97 1.62 0.826 2.16 1.13 0.915 0.957 0.391 1.82 2.06 1.39 1.42 0.36 0.768 0.739 0.634 0.753 1.23 0.679 0.939 0.71 1.9 1.35 2.4 5.21 1.05 3.08 3.07 5.13
8.296 -11.034 -15.182 -7.182 0.208 0.298 0.273 3.490 11.676 8.965 -64.854 8.558 -9.117 0.197 0.317 1.180 -0.079 1.040 -0.242 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 25 of 62
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 22.73 5.232 0.000 J-104 JUNCTION 53.11 6.167 0.000 J-106 JUNCTION 52.90 6.147 0.000 J-109 JUNCTION 58.79 5.989 0.000 J-11 JUNCTION 58.38 5.995 0.000 J-110 JUNCTION 29.37 5.552 0.000 J-113 JUNCTION 59.19 5.893 0.000 J-114 JUNCTION 35.56 5.489 0.000 J-118 JUNCTION 22.62 4.879 0.000 J-12 JUNCTION 25.32 4.995 0.000 J-121 JUNCTION 52.13 6.148 0.000 J-126 JUNCTION 19.68 2.635 0.000 J-127 JUNCTION 19.65 2.894 0.000 J-128 JUNCTION 19.30 2.625 0.000 J-129 JUNCTION 22.28 4.878 0.000 J-130 JUNCTION 48.46 5.412 0.000 J-131 JUNCTION 47.55 5.721 0.000 J-132 JUNCTION 45.68 5.477 0.000 J-137 JUNCTION 53.23 5.641 0.000 J-139 JUNCTION 57.20 5.730 0.000 J-140 JUNCTION 53.93 5.907 0.000 J-147 JUNCTION 51.10 6.207 0.000 J-148 JUNCTION 50.92 6.286 0.000 J-149 JUNCTION 47.93 6.286 0.000 J-15 JUNCTION 21.62 3.629 0.000 J-152 JUNCTION 49.29 6.340 0.000 J-153 JUNCTION 48.74 6.362 0.000 J-155 JUNCTION 50.50 6.380 0.000 J-156 JUNCTION 50.10 6.445 0.000 J-158 JUNCTION 20.30 3.723 0.000 J-160 JUNCTION 25.57 6.131 0.000 J-161 JUNCTION 48.56 5.251 0.000 J-162 JUNCTION 49.85 5.979 0.000 J-163 JUNCTION 51.28 5.095 0.000 J-164 JUNCTION 50.51 5.178 0.000 J-165 JUNCTION 51.51 5.269 0.000 J-166 JUNCTION 26.96 4.873 0.000 J-167 JUNCTION 23.61 4.419 0.000 J-168 JUNCTION 54.12 4.830 0.000 J-169 JUNCTION 52.41 4.998 0.000 J-170 JUNCTION 49.78 5.099 0.000 J-174 JUNCTION 55.19 6.531 0.000 J-175 JUNCTION 49.77 6.532 0.000 J-176 JUNCTION 24.21 6.142 0.000 J-179 JUNCTION 25.72 6.159 0.000 J-18 JUNCTION 21.03 3.129 0.000 J-180 JUNCTION 20.61 4.290 0.000 J-185 JUNCTION 20.56 4.386 0.000 J-188 JUNCTION 21.64 4.796 0.000 J-191 JUNCTION 21.51 4.377 0.000 J-195 JUNCTION 22.51 3.798 0.000 J-198 JUNCTION 47.78 6.593 0.000 J-199 JUNCTION 51.86 6.465 0.000 J-203 JUNCTION 52.21 6.427 0.000 J-204 JUNCTION 50.54 6.434 0.000 J-206 JUNCTION 54.84 6.288 0.000 J-208 JUNCTION 51.80 5.951 0.000 J-209 JUNCTION 47.87 5.952 0.000 J-212 JUNCTION 54.12 6.232 0.000 J-213 JUNCTION 25.30 4.419 0.000 J-217 JUNCTION 47.24 6.131 0.000 J-218 JUNCTION 53.54 6.126 0.000 J-222 JUNCTION 44.15 4.916 0.000 J-223 JUNCTION 27.15 4.310 0.000 J-225 JUNCTION 54.82 6.062 0.000 J-226 JUNCTION 53.14 6.058 0.000 J-232 JUNCTION 56.60 6.031 0.000 J-233 JUNCTION 57.13 5.602 0.000 J-235 JUNCTION 58.28 5.600 0.000 J-238 JUNCTION 52.03 5.171 0.000
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 26 of 62
J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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55.84 40.64 45.21 53.95 43.16 46.14 21.01 54.08 57.58 55.81 60.14 13.57 12.50 12.27 17.49 43.08 45.89 63.85 21.09 47.57 52.57 58.08 54.91 56.70 60.03 50.61 36.56 23.47 22.12 54.24 49.46 51.01 39.44 53.53 40.65 43.84 27.70 28.37 21.05 27.70 28.61 18.96 31.77 19.13 31.39 19.22 55.05 21.11 56.83 43.35 47.43 47.40 21.36 40.14 56.29 43.84 19.88 49.21 49.20 49.20 55.93 27.51 24.35 19.23 53.31 37.73 39.82 18.81 24.44 18.14 18.20 25.93 26.61 58.78 38.35 48.68 46.25 44.19 21.36 20.13
5.951 5.171 5.972 5.969 5.122 5.122 3.143 5.134 5.077 5.036 4.767 1.768 0.347 0.678 2.265 5.514 5.560 6.353 3.199 4.913 3.401 4.353 4.711 5.077 5.524 4.913 4.919 2.923 3.124 5.860 5.849 5.834 5.351 6.019 5.348 5.340 5.362 5.365 3.236 5.367 5.366 3.100 5.973 3.218 6.015 3.249 5.939 3.128 5.965 6.290 6.277 6.169 4.209 6.272 6.763 6.138 4.236 3.241 3.553 3.402 5.977 6.270 6.269 5.857 6.327 5.933 5.924 5.849 5.483 3.442 5.856 5.479 5.575 6.483 5.985 6.397 6.901 6.401 3.292 4.195
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 27 of 62
J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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47.90 48.39 52.01 58.79 53.07 54.25 20.10 55.03 21.37 21.33 21.11 20.20 19.42 48.18 51.99 19.68 23.14 60.81 49.68 48.49 46.93 44.86 44.17 46.90 52.76 14.56 14.53 0.02 24.66 23.79 61.56 23.88 22.39 24.44 22.81 22.52 23.87 21.54 44.93 19.85 21.23 21.01 22.08 21.44 24.89 21.37 26.82 53.84 36.81 25.78 21.54 33.74 45.01 53.24 49.90 45.42 18.77 23.45 22.37 40.62 23.45 23.19 23.04 30.39 22.64 22.11 62.54 63.89 24.44 24.66 21.79 21.39 22.54 22.71 41.71 3.65 11.18 52.17 24.24 24.06
6.093 6.050 6.009 6.500 5.987 6.121 3.646 6.115 5.067 3.296 5.067 3.326 3.011 5.922 6.045 3.563 3.593 6.326 5.887 5.911 5.891 5.874 5.871 6.175 6.054 1.043 1.925 0.561 4.897 2.926 6.162 2.927 1.802 3.113 2.112 1.783 4.562 1.396 4.423 1.945 3.275 3.100 3.136 3.548 4.073 3.825 4.349 5.296 5.013 4.377 3.934 4.418 4.978 5.223 5.157 5.636 3.261 4.861 4.494 5.177 4.861 4.861 4.861 3.686 4.859 4.857 7.418 5.839 2.002 2.091 1.095 6.622 4.498 1.838 5.178 1.393 2.534 4.719 4.483 4.492
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.438 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-557 J-558 J-559 J-560 J-561 J-563 J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-61A J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647B J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
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0.01 0.02 20.97 21.84 56.82 20.78 57.42 14.75 2.31 18.39 18.47 18.53 18.39 19.86 77.99 60.74 7.86 46.74 22.52 56.01 15.20 46.50 22.57 47.66 56.69 11.69 53.83 61.98 37.62 36.10 8.62 14.35 55.66 57.37 38.52 22.46 13.42 49.98 48.82 45.44 20.95 48.46 21.21 43.21 51.31 49.56 43.72 44.83 39.84 49.11 40.15 20.96 20.75 25.49 21.20 21.23 25.46 25.84 43.54 43.24 52.06 52.95 49.22 60.94 21.26 48.01 48.50 10.29 10.29 10.25 10.10 10.09 78.00 25.67 55.28 25.51 25.80 25.79 25.46 25.28
3.370 3.403 3.443 3.359 5.600 2.993 6.116 1.005 5.610 6.070 5.839 6.054 2.843 2.414 5.614 5.502 1.460 5.503 4.495 6.903 3.384 6.258 4.449 4.902 6.859 2.643 5.789 7.238 4.608 4.522 2.801 2.502 4.770 4.904 4.605 4.495 2.724 5.174 5.106 6.101 8.444 5.704 3.299 5.680 6.086 6.400 6.093 5.662 5.662 6.398 6.074 3.273 8.430 5.118 3.146 3.152 5.130 5.119 6.088 6.053 6.000 6.273 6.000 6.360 2.968 5.999 6.272 5.268 5.167 5.011 4.456 4.294 5.360 6.361 5.995 5.650 5.600 5.257 5.851 5.551
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.116 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.130 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.353 0.000 0.000
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J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-863 J-865 J-868
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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25.07 5.51 5.51 6.39 54.87 5.83 3.23 3.12 53.60 6.00 8.00 53.86 50.81 56.76 52.03 55.95 21.94 21.19 21.08 56.25 22.58 57.41 21.17 62.18 21.17 21.15 33.33 13.99 24.81 59.32 47.40 61.76 5.03 5.18 9.28 20.37 8.73 12.10 12.19 9.30 8.30 20.07 8.58 4.25 3.81 2.96 3.04 4.23 4.80 4.86 4.26 15.49 22.33 52.05 16.58 21.82 17.89 17.85 17.71 20.84 19.96 18.97 58.18 21.95 21.74 18.62 20.83 19.59 20.40 20.30 20.90 56.21 15.57 16.11 16.57 14.71 15.04 0.22 0.59 0.67
5.656 3.492 3.447 3.670 6.392 3.674 3.622 3.661 6.406 3.645 7.036 22.472 6.401 7.260 6.163 6.167 4.366 3.397 3.395 6.003 4.223 6.024 2.904 7.118 3.230 2.903 4.747 2.745 5.296 6.147 4.928 6.964 3.603 4.222 4.260 3.698 3.953 3.901 3.891 3.887 3.851 9.560 3.860 3.852 3.993 3.936 3.871 3.871 3.671 3.677 3.858 3.542 3.861 6.480 4.223 5.025 4.488 4.478 4.481 4.914 4.942 4.952 6.679 5.373 5.469 5.060 4.278 5.057 5.046 4.882 10.060 6.574 4.327 4.265 4.454 4.205 3.900 1.297 3.241 4.234
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.793 1.299 0.206
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J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-36 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
55.93 1.84 37.48 56.40 52.83 51.58 56.04 61.62 12.31 50.39 49.44 51.81 50.26 50.34 48.80 21.37 0.01 55.01 0.04 67.19 66.72 54.45 55.28 56.75 21.33 0.00 8.29 8.73 13.83 24.12 22.28 24.68 57.94 12.18 12.26 11.09 21.25 0.21 76.93 46.66
6.215 4.990 4.060 6.167 3.225 5.832 3.679 3.783 0.580 5.694 5.694 5.690 5.688 5.682 5.665 3.305 0.168 5.247 2.498 4.682 6.049 7.100 4.140 5.000 3.270 0.491 5.585 5.024 3.633 2.998 5.248 4.995 6.052 0.671 1.134 0.690 2.971 0.088 4.720 5.173
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.502 1.878 0.311 0.000 0.000 0.600 0.000 3.509 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.512 0.000 0.000
************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 19.29 5.32 2 11:46 0.055 1.672 J-104 20.94 6.70 2 11:50 0.147 1.467 J-106 20.73 8.37 2 10:17 0.097 1.897 J-109 19.93 9.89 2 10:07 0.077 1.390 J-11 16.58 12.06 3 04:17 0.113 0.435 J-110 19.88 8.35 2 10:29 0.178 1.319 J-113 19.27 10.66 3 04:40 0.171 1.059 J-114 15.97 16.69 3 03:39 0.118 0.329 J-118 16.23 13.14 3 02:22 0.121 0.319 J-12 16.41 12.83 3 03:16 0.118 0.435 J-121 15.51 5.61 2 08:44 0.040 0.448 J-126 19.01 30.19 2 13:22 0.614 2.085 J-126A 12.18 21.40 3 03:07 0.210 0.300 J-127 19.51 7.46 2 10:34 0.093 1.984 J-128 19.10 8.13 2 10:09 0.061 1.975 J-129 16.81 7.14 2 12:02 0.205 0.378 J-130 16.72 4.68 3 05:39 0.076 0.345 J-131 3.19 3.61 2 22:32 0.023 0.004 J-132 18.83 5.34 2 12:11 0.104 0.710 J-137 19.98 3.47 2 09:53 0.047 0.841 J-139 15.29 2.25 2 11:11 0.014 0.370 J-140 18.49 2.78 2 09:57 0.027 0.627 J-147 19.43 6.98 2 12:15 0.202 0.907 J-148 19.12 4.22 2 11:49 0.030 0.946 J-149 20.66 3.74 2 11:49 0.055 1.486 J-15 18.33 17.89 2 11:52 0.102 0.929 J-152 19.48 4.93 2 12:15 0.164 0.940
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J-153 J-155 J-156 J-158 J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-185 J-188 J-188A J-191 J-191A J-195 J-198 J-199 J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-217 J-218 J-222 J-223 J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297
19.60 20.19 20.65 18.94 18.76 4.25 0.57 4.26 1.75 1.28 0.51 0.56 1.28 2.60 3.56 20.32 20.94 19.46 21.00 18.14 18.34 18.42 19.85 15.96 19.64 14.91 19.99 29.36 26.12 24.06 25.54 25.58 24.37 26.61 24.36 19.97 30.29 30.82 23.73 19.07 23.54 23.77 23.38 19.44 19.41 21.59 18.78 25.08 28.80 26.43 23.35 21.86 18.27 28.11 26.60 20.14 20.54 0.26 10.57 0.94 0.40 29.66 27.74 4.41 20.16 18.21 21.60 0.29 5.84 19.25 19.25 19.35 26.35 23.24 18.44 18.17 20.56 19.32 22.04 22.61
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.44 3.07 3.68 20.37 9.12 4.48 3.85 5.33 3.89 3.54 4.37 5.12 3.70 3.61 2.86 4.13 2.10 7.25 10.54 20.54 17.70 18.96 18.71 7.63 29.40 17.86 21.11 6.48 4.64 7.33 4.70 4.31 5.26 3.96 3.63 13.69 7.82 10.37 22.76 32.69 3.10 3.84 2.58 5.05 5.13 9.84 4.10 6.10 4.24 4.35 11.94 12.38 15.41 4.83 4.97 5.51 4.08 7.17 53.41 33.08 3.43 6.93 6.61 15.34 7.05 20.16 33.50 3.04 3.13 4.23 3.59 4.75 29.45 26.98 28.18 25.65 6.05 6.18 4.57 21.88
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 2 2 2 1 2 2 2 2 3 2 1 1 2 2 2 1 2 0 2 2 2 1 2 2 3 1 3 1 2
08:52 09:58 10:14 11:01 11:28 10:09 11:20 15:34 10:05 10:04 10:37 09:54 06:24 08:24 08:24 10:02 08:46 08:46 08:50 11:52 11:48 11:46 09:50 05:36 13:37 13:38 09:39 12:12 08:54 09:41 03:51 08:09 02:57 10:21 09:24 11:07 04:45 09:28 08:36 10:49 04:08 11:49 04:07 08:02 06:42 11:41 10:36 11:21 01:37 10:51 18:14 08:38 11:11 12:07 21:40 12:14 21:19 22:28 21:18 00:07 08:54 01:22 01:22 08:37 12:09 11:48 19:24 01:32 17:51 03:46 03:46 09:11 08:14 09:08 11:36 05:57 14:46 05:10 09:09 01:00
0.031 0.036 0.044 0.241 0.041 0.030 0.008 0.061 0.017 0.012 0.006 0.009 0.014 0.022 0.025 0.060 0.043 0.051 0.129 0.205 0.324 0.310 0.185 0.078 0.334 0.262 0.206 0.244 0.118 0.322 0.127 0.115 0.135 0.141 0.103 0.295 0.481 0.290 0.423 0.414 0.066 0.074 0.068 0.142 0.038 0.105 0.032 0.137 0.135 0.153 0.163 0.334 0.276 0.246 0.210 0.218 0.172 0.013 0.216 0.016 0.005 0.317 0.267 0.081 0.079 0.132 0.256 0.004 0.062 0.119 0.110 0.080 0.524 0.249 0.295 0.143 0.058 0.054 0.093 0.150
0.862 0.960 1.175 1.123 1.031 0.024 0.002 0.384 0.005 0.001 0.000 0.003 0.004 0.026 0.023 1.731 1.482 1.022 1.409 0.899 1.340 1.316 1.976 0.799 1.427 0.387 2.038 2.093 1.915 1.927 1.984 1.738 1.701 1.602 1.382 1.669 2.361 1.936 2.586 1.510 1.212 1.208 1.131 1.002 1.040 1.071 1.151 1.271 1.272 1.309 1.322 1.272 1.103 0.484 0.377 0.236 0.167 0.008 0.347 0.678 0.005 0.864 0.810 0.752 1.053 1.249 0.813 0.001 0.003 0.311 0.377 0.824 1.013 1.069 1.263 0.724 0.660 0.549 0.834 1.101
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J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR
19.03 21.89 23.18 19.49 19.12 18.22 18.60 18.35 18.24 19.61 18.29 19.83 18.31 18.90 18.21 17.14 23.76 21.89 21.97 19.59 14.16 18.93 18.91 21.18 18.55 14.71 18.70 18.36 15.68 18.21 18.13 18.43 17.54 17.38 17.24 19.26 19.10 18.87 17.41 18.67 16.77 17.42 19.44 0.77 19.05 18.70 21.10 23.47 10.94 17.99 17.18 18.46 18.97 18.16 16.95 17.31 18.93 17.05 17.28 16.46 21.22 19.01 15.91 2.34 18.48 18.90 15.87 14.86 19.55 23.83 22.25 21.41 22.96 26.26 26.44 22.86 3.00 0.02 20.08 0.01
3.01 19.24 16.22 10.67 9.64 19.52 5.72 8.65 15.58 3.99 14.89 2.75 15.30 3.99 15.73 3.72 2.66 3.40 3.56 45.90 30.33 11.70 4.08 2.79 24.30 24.70 26.08 71.36 72.12 20.53 9.23 3.70 2.28 3.67 3.36 5.21 6.90 7.52 3.66 25.07 28.17 5.69 29.86 10.45 8.73 8.41 6.27 5.35 4.02 49.47 17.66 4.83 4.52 4.44 7.85 4.86 6.31 42.62 9.17 14.19 19.88 8.28 27.06 31.81 3.97 3.20 15.62 39.37 9.54 6.59 5.79 5.14 8.42 8.55 6.68 6.04 14.97 18.18 105.47 16.32
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2 1 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 1 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 2 2 2 2 2 3 2 3 2 2 3 2 2 2 3 3 3 2 2 2 3 2 2 3 3 3 1 2 1 1 2 2 2 2 2 2 2
11:35 02:49 22:58 09:10 09:10 11:50 09:27 09:27 11:48 12:14 11:41 19:42 11:41 11:43 11:45 11:48 10:11 10:22 10:05 13:51 13:52 11:59 16:28 09:24 05:40 05:40 13:17 12:39 12:42 11:44 15:22 12:00 11:24 12:15 10:24 11:41 12:15 10:22 05:54 11:19 05:09 05:41 11:39 10:10 10:49 10:14 10:28 10:15 03:52 11:45 04:34 10:36 10:34 04:26 11:49 11:39 11:07 04:13 04:14 02:19 08:35 10:22 11:22 01:37 11:11 06:14 04:32 05:22 03:57 16:57 05:38 23:47 00:09 12:05 12:15 06:23 15:31 14:10 12:37 12:36
0.041 0.178 0.182 0.050 0.095 0.237 0.061 0.023 0.066 0.101 0.097 0.047 0.109 0.034 0.068 0.020 0.083 0.067 0.058 0.528 0.203 0.349 0.044 0.064 0.294 0.220 0.450 0.974 0.923 0.400 0.204 0.040 0.019 0.150 0.017 0.037 0.184 0.046 0.018 0.119 0.110 0.024 0.271 0.010 0.133 0.078 0.085 0.126 0.043 0.292 0.097 0.045 0.050 0.068 0.079 0.058 0.092 0.202 0.054 0.116 0.272 0.160 0.060 0.155 0.057 0.056 0.346 0.357 0.119 0.135 0.103 0.107 0.117 0.365 0.362 0.114 0.023 0.003 1.674 0.002
1.269 1.098 1.090 1.112 1.065 1.386 0.917 0.906 1.050 1.073 1.068 1.265 1.149 1.189 1.228 0.605 1.690 1.587 1.249 1.159 0.510 1.472 1.313 1.388 1.116 0.240 1.121 1.433 0.979 1.232 1.331 1.257 0.570 0.569 0.507 1.127 1.133 0.774 0.549 0.733 0.542 0.556 0.679 0.015 0.683 0.585 0.597 0.651 0.201 1.072 1.555 0.943 1.080 1.079 0.750 0.827 1.581 1.086 0.865 0.397 2.622 0.867 0.576 0.111 0.772 0.845 0.863 0.804 1.028 0.922 0.775 0.564 1.024 1.420 0.969 0.797 0.016 0.008 3.804 0.561
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 33 of 62
J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-563 J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603
13.13 17.10 14.82 16.99 22.21 22.78 22.68 22.43 2.85 17.92 15.30 18.35 10.55 20.26 21.54 19.96 22.68 19.81 19.58 19.70 20.87 19.80 19.57 20.72 21.07 19.90 14.78 20.77 18.31 17.96 19.25 8.83 18.60 19.00 18.19 5.96 19.00 18.89 19.11 23.93 20.97 24.61 21.45 20.84 22.39 24.41 1.43 2.01 3.33 0.86 1.56 0.00 0.01 1.53 2.13 17.90 17.95 11.26 0.00 1.10 17.21 17.03 18.08 14.73 0.00 0.40 2.29 21.04 4.57 5.06 6.91 20.93 0.04 2.95 4.78 14.66 21.41 2.68 2.85 0.02
44.10 14.97 11.88 11.43 10.21 22.34 24.08 20.56 81.89 15.45 13.04 44.00 65.36 75.52 58.89 45.68 27.04 27.64 10.34 8.71 26.73 20.92 13.67 9.27 8.05 13.16 13.82 5.31 14.49 5.77 28.07 9.45 7.54 8.84 10.59 25.44 9.75 7.57 3.33 5.23 8.04 60.59 69.27 26.33 5.71 7.57 30.62 22.67 17.55 27.72 26.17 14.11 9.05 21.38 16.61 23.11 14.20 169.14 77.44 5.33 25.25 27.85 42.56 42.43 43.81 3.52 3.62 20.39 2.72 13.77 4.43 42.86 25.80 1.92 8.04 14.46 5.99 3.83 4.79 3.94
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 1 2 2 2 2 2 3 2 0 2 2 2 2 2 2 2 3 2 3 3 2 2 2 3 0 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2
12:37 07:46 02:40 07:46 08:16 05:45 07:01 10:19 11:12 07:46 11:06 11:21 11:12 11:17 07:52 07:51 06:50 06:18 08:39 16:35 22:40 06:41 10:33 10:28 09:44 09:10 10:17 11:24 11:48 11:39 12:14 09:05 11:12 11:37 11:35 05:52 11:37 11:39 09:13 11:58 18:38 07:53 07:54 11:56 05:38 09:05 05:54 11:41 22:01 01:45 09:10 14:32 14:32 06:53 06:52 09:52 05:01 15:04 00:16 04:52 12:35 12:08 12:36 03:10 00:00 09:54 11:16 09:09 09:45 23:20 10:12 09:40 14:43 08:12 12:14 03:45 09:47 10:51 11:18 10:46
0.373 0.128 0.144 0.123 0.127 0.914 0.359 0.380 0.286 0.096 0.490 0.428 0.737 0.437 0.790 0.360 0.835 0.701 0.287 0.245 0.740 0.454 0.250 0.117 0.110 0.189 0.087 0.167 0.247 0.023 0.944 0.199 0.038 0.056 0.270 0.353 0.108 0.105 0.055 0.196 0.119 2.115 0.701 0.708 0.243 0.289 0.108 0.105 0.171 0.069 0.092 0.000 0.001 0.078 0.100 0.192 0.202 1.673 0.001 0.017 0.283 0.533 0.969 0.462 0.001 0.007 0.029 0.318 0.054 0.121 0.090 0.451 0.006 0.011 0.111 0.070 0.109 0.031 0.040 0.001
0.670 0.366 0.502 0.367 1.552 1.553 1.582 1.583 0.449 0.642 0.046 0.505 0.404 1.059 1.300 0.748 0.763 0.655 0.749 0.729 1.314 0.657 0.734 1.068 0.599 0.719 0.254 1.647 0.990 0.701 1.634 0.027 1.105 1.591 0.701 0.236 1.408 1.241 2.139 1.279 0.922 1.869 1.035 2.588 1.098 0.992 0.213 0.034 0.019 0.013 0.002 0.000 0.013 0.003 0.019 0.943 0.766 0.895 0.000 0.010 0.779 0.827 1.773 0.384 0.014 0.002 0.003 2.834 0.003 0.434 0.128 2.621 0.002 0.098 0.343 0.435 2.680 0.008 0.072 0.001
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 34 of 62
J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-693 J-697 J-7 J-700 J-701 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-755 J-757 J-760 J-761 J-763 J-764 J-766
0.16 1.46 1.15 1.26 20.91 5.62 5.60 3.68 24.13 19.29 18.18 19.38 20.01 19.16 23.69 20.16 21.40 19.56 24.92 17.40 19.89 18.36 18.07 19.53 19.90 23.76 23.65 20.17 19.05 22.22 0.00 18.23 22.91 18.94 10.06 4.23 2.34 2.50 2.36 0.37 0.00 0.04 19.77 0.04 0.00 0.01 0.02 0.27 5.16 5.07 2.31 18.94 1.53 2.35 2.37 19.48 4.51 5.91 52.28 19.75 31.14 23.62 23.84 20.45 18.90 18.57 22.31 18.48 20.95 20.01 20.66 20.65 18.65 3.85 2.86 20.28 18.80 14.33 20.70 4.55
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.14 5.25 5.40 6.00 19.31 8.73 3.29 2.98 3.32 7.61 21.73 5.69 6.41 5.93 3.32 10.84 7.48 4.31 4.52 39.84 10.29 26.32 19.18 8.73 10.28 10.41 9.45 10.32 4.26 12.96 0.05 24.30 10.74 4.94 5.70 2.25 2.46 3.32 5.40 0.12 5.74 2.09 7.54 2.02 2.07 2.04 2.28 1.33 4.41 4.33 2.98 5.49 3.84 13.76 10.20 3.46 30.22 60.24 16.82 3.99 2.98 7.59 8.91 20.89 36.55 21.75 7.34 25.23 12.19 57.13 6.29 48.80 55.37 7.32 17.31 15.16 12.79 21.46 14.52 15.80
2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 3 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 3 2 3 2 3 3 2 2 1 3 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
15:09 19:35 09:54 15:33 10:13 12:15 09:09 09:04 11:03 11:48 11:52 02:53 12:14 12:15 09:09 11:47 08:30 10:56 08:24 03:19 17:06 11:25 10:24 10:36 17:06 12:15 00:27 08:35 09:28 01:58 11:48 11:46 08:31 06:37 12:15 15:33 15:33 15:34 15:33 12:15 00:00 10:17 06:19 11:47 14:29 10:46 14:07 11:47 04:50 14:26 04:48 10:13 04:47 04:47 08:54 09:10 21:40 04:46 22:55 09:34 10:01 10:55 09:42 10:57 09:14 10:54 10:05 10:55 09:34 10:38 09:23 15:44 11:11 09:04 17:43 09:56 10:57 14:20 12:36 12:02
0.002 0.021 0.025 0.022 0.306 0.180 0.036 0.032 0.078 0.078 0.358 0.043 0.212 0.151 0.084 0.200 0.118 0.038 0.179 0.471 0.070 0.203 0.166 0.080 0.116 0.486 0.348 0.105 0.064 0.164 0.000 0.552 0.283 0.033 0.098 0.014 0.008 0.012 0.018 0.000 0.000 0.001 0.125 0.000 0.000 0.000 0.000 0.001 0.062 0.065 0.008 0.034 0.005 0.022 0.101 0.039 0.209 0.217 1.414 0.102 0.202 0.210 0.265 0.345 0.227 0.156 0.190 0.379 0.170 0.204 0.079 1.347 0.077 0.033 0.052 0.134 0.048 0.528 0.278 0.194
0.002 0.070 0.004 0.005 2.612 0.324 0.074 0.006 1.501 1.204 0.899 1.120 1.086 1.040 1.193 1.312 1.562 1.038 1.504 0.713 1.058 0.946 0.952 0.760 1.019 0.988 1.053 0.950 0.973 1.200 0.000 1.368 1.299 0.972 0.868 0.097 0.011 0.056 0.044 0.017 0.000 0.001 1.095 0.000 0.000 0.001 0.001 0.006 0.242 0.197 0.020 1.032 0.014 0.372 0.411 1.046 0.795 4.076 18.862 1.041 2.403 2.070 2.666 2.677 2.203 2.201 2.147 1.208 2.082 2.142 2.161 2.289 2.141 0.347 0.295 1.839 1.095 0.068 1.164 0.753
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 35 of 62
J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-917 J-918 J-934 J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-30 JCT-46 JCT-64
4.08 2.38 19.62 1.33 1.50 1.40 1.32 0.07 0.00 0.05 0.17 1.21 0.86 0.70 1.16 0.79 0.98 0.87 0.27 13.42 19.42 13.31 14.50 12.49 9.78 13.57 13.28 14.37 12.62 19.15 14.78 16.25 15.44 18.83 15.54 15.26 6.00 0.00 19.22 6.07 6.02 1.31 0.42 0.31 19.38 0.00 0.31 19.17 20.39 0.30 18.30 18.52 3.04 20.42 20.94 20.85 20.45 21.91 22.10 19.56 0.00 18.95 0.00 0.12 19.40 2.75 2.26 2.01 23.71 17.30 22.56 19.52 0.76 8.18 1.93 21.69 25.72 22.25
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.38 3.55 19.73 6.96 2.52 5.07 5.23 2.18 0.95 0.33 0.52 2.05 1.51 2.65 1.58 1.65 3.78 2.64 4.12 9.94 6.52 10.68 7.03 5.06 9.61 8.47 5.06 4.91 4.30 7.95 4.48 5.80 5.43 19.26 5.39 6.49 3.16 7.82 11.19 4.44 7.96 5.46 7.20 6.59 4.41 0.20 4.78 4.14 12.24 10.83 10.16 11.08 37.42 4.70 4.55 10.78 9.74 5.55 5.03 19.35 26.90 33.29 6.98 4.53 58.78 9.84 10.96 23.35 50.85 6.74 11.54 3.95 35.67 79.63 33.37 48.89 50.31 9.06
2 2 2 3 2 1 2 2 3 2 2 2 2 2 2 2 2 2 3 1 2 3 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 0 2
11:56 00:44 10:31 04:47 09:45 05:17 10:06 23:42 00:31 12:32 12:42 12:14 16:29 16:29 11:57 16:15 19:52 11:56 01:21 06:28 12:15 00:41 11:45 00:11 22:46 23:27 11:26 10:11 01:49 11:47 12:15 12:14 11:18 10:39 08:51 08:56 09:44 03:51 11:06 09:44 12:13 10:16 12:18 15:10 10:14 12:18 04:32 10:28 11:46 00:31 15:31 14:43 12:35 08:50 08:54 11:00 10:56 08:54 08:19 10:57 13:16 12:05 09:27 10:28 15:44 21:52 10:50 09:05 09:04 05:00 11:48 01:30 14:53 15:54 15:18 11:47 00:00 04:56
0.020 0.013 0.301 0.005 0.012 0.005 0.005 0.000 0.000 0.000 0.000 0.019 0.002 0.001 0.004 0.004 0.004 0.003 0.006 0.152 0.185 0.038 0.050 0.043 0.079 0.099 0.035 0.141 0.032 0.062 0.128 0.184 0.029 0.317 0.128 0.110 0.050 0.000 0.057 0.036 0.130 0.019 0.020 0.010 0.044 0.000 0.011 0.049 0.376 0.020 0.337 0.503 0.317 0.069 0.075 0.057 0.078 0.080 0.132 0.438 0.001 0.966 0.000 0.003 1.090 0.079 0.078 0.089 1.366 0.036 0.248 0.049 0.133 0.502 0.052 0.168 2.713 0.099
0.572 0.410 1.748 0.103 0.041 0.041 0.037 0.001 0.000 0.000 0.002 0.143 0.086 0.021 0.021 0.011 0.027 0.008 0.002 0.321 1.120 0.383 0.485 0.348 0.288 0.541 0.474 0.602 0.412 1.219 0.533 0.729 0.520 1.218 0.567 0.506 0.142 0.000 1.214 0.187 0.325 0.014 0.005 0.010 1.315 0.000 0.000 1.267 0.465 0.002 0.119 0.223 0.520 1.855 1.778 1.730 1.624 1.961 2.076 1.645 0.168 1.219 0.000 0.000 1.627 0.005 0.024 0.033 1.538 0.688 3.435 1.652 0.171 0.484 0.488 3.411 1.160 1.113
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 36 of 62
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.152 30.98 0.0 0.0 1.554 42 2 12:08 16.00
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 19.45 4.60 12.31 2.910 J-263 21.49 3.71 7.59 2.571 J-279 57.87 2.56 8.30 3.665 J-33A 47.65 1.39 2.82 1.768 J-386 20.34 1.57 1.70 0.951 J-442 46.16 5.02 12.58 6.426 J-561A 37.06 3.74 19.87 3.825 J-567A 19.35 2.51 2.82 1.499 J-582 13.62 2.92 5.13 1.511 J-605 19.42 1.54 7.23 1.152 J-671 46.44 2.53 7.38 3.594 J-694 3.70 0.86 6.71 0.136 J-703 1.64 2.37 6.63 0.166 J-909 96.47 0.20 5.36 0.500 J-911 96.35 0.40 9.74 1.016 J-913 0.00 0.00 0.00 0.000 J-919 54.97 0.41 12.49 0.649 J-920A 3.97 0.41 7.81 0.031 J-963A 22.47 0.21 8.08 0.203 J575A 30.58 0.96 48.43 1.183 OFALL-10 39.13 2.90 4.62 2.973 OFALL-12 28.12 1.99 2.84 1.621 OFALL-14 28.42 1.03 1.41 0.826 OFALL-16 21.78 3.33 3.85 2.158 OFALL-18 19.50 1.92 2.06 1.130 OFALL-20 38.90 0.89 1.44 0.915 OFALL-22 15.38 1.92 1.95 0.957 OFALL-24 8.05 1.27 1.90 0.391 OFALL-26 60.91 1.32 2.27 1.821 OFALL-28 21.37 3.19 3.79 2.062 OFALL-30 71.45 0.82 1.90 1.393 OFALL-32 43.36 1.23 2.27 1.415 OFALL-34 21.25 0.59 0.63 0.360 OFALL-36 30.88 0.94 1.21 0.768 OFALL-38 98.13 0.31 1.28 0.739 OFALL-40 87.70 0.26 1.28 0.634 OFALL-42 87.18 0.35 1.28 0.753 OFALL-44 93.69 0.54 3.30 1.233 OFALL-46 57.11 0.49 1.90 0.679 OFALL-48 61.99 0.67 2.84 0.939 OFALL-50 91.01 0.37 1.28 0.710 OFALL-52 86.17 1.24 1.28 1.899 OFALL-54 92.57 0.74 2.84 1.353 OFALL-66 59.79 1.49 3.79 2.396 WELL-2E 41.89 5.00 55.33 5.206 WELL-3 62.03 0.58 4.87 1.052 WELL-4 64.20 1.64 12.40 3.076 WELL-W-ENID-DR 76.42 1.80 3.79 3.075 ----------------------------------------------------------System 45.15 76.69 217.49 76.290
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 37 of 62
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.87 0 00:00 3.22 2 12:15 1.00 5.66 0 00:00 1.00 0 00:00 0.42 C-WELL4E CONDUIT 12.40 0 00:00 9.65 2 12:15 0.36 5.19 0 00:00 1.00 2 12:05 0.94 CDT-101 CONDUIT 20.57 2 09:50 10.49 2 10:24 4.03 2.91 2 09:50 1.00 2 08:03 3.00 CDT-103 CONDUIT 26.47 2 13:37 15.79 2 13:37 5.18 3.74 2 13:37 1.00 2 08:06 3.00 CDT-105 CONDUIT 42.10 2 13:51 31.43 2 13:51 8.24 5.96 2 13:51 1.00 2 08:20 3.00 CDT-107 CONDUIT 19.40 2 11:26 12.07 2 10:39 3.80 2.74 2 11:26 1.00 2 07:07 3.00 CDT-109 CONDUIT 16.50 2 10:54 14.33 2 10:54 3.23 2.33 2 10:54 1.00 2 05:51 3.00 CDT-11 CONDUIT 4.04 2 23:51 3.36 2 14:31 1.46 4.52 2 23:51 1.00 0 18:12 1.07 CDT-111 CONDUIT 18.79 2 10:55 15.75 2 09:47 3.68 2.66 2 10:55 1.00 1 22:52 3.00 CDT-113 CONDUIT 25.02 3 05:40 18.15 3 05:07 4.90 3.54 3 05:40 1.00 2 09:06 3.00 CDT-115 CONDUIT 23.04 2 10:30 17.64 2 11:23 2.09 1.83 2 10:30 1.00 2 06:54 4.00 CDT-121 CONDUIT 55.33 0 00:00 23.38 2 12:14 0.14 9.23 0 00:00 1.00 0 00:01 1.73 CDT-123 CONDUIT 82.23 2 12:38 66.70 2 12:40 16.09 11.63 2 12:38 1.00 1 02:48 3.00 CDT-125 CONDUIT 21.36 2 11:44 10.54 2 10:56 1.94 1.70 2 11:44 1.00 1 04:46 4.00 CDT-171 CONDUIT 25.37 2 06:36 11.13 1 06:52 0.25 2.15 2 06:36 1.00 1 20:30 4.00 CDT-173 CONDUIT 21.60 2 15:32 12.00 2 17:44 1.39 2.80 1 01:13 1.00 2 09:24 4.00 CDT-175 CONDUIT 4.02 1 16:51 3.81 1 16:48 0.26 0.77 1 16:56 1.00 2 09:47 4.00 CDT-177 CONDUIT 4.02 1 16:51 3.81 1 16:48 0.26 0.77 1 16:56 1.00 2 09:47 4.00 CDT-179 CONDUIT 4.91 2 23:45 4.40 2 23:45 0.01 0.49 3 03:15 1.00 2 11:49 4.00 CDT-181 CONDUIT 7.36 2 12:17 6.08 2 12:16 0.47 0.59 2 12:17 1.00 2 09:41 4.00 CDT-183 CONDUIT 19.58 2 19:27 9.93 2 09:44 1.26 1.56 2 19:27 1.00 2 08:55 4.00 CDT-185 CONDUIT 6.55 2 12:17 4.22 2 12:18 0.42 0.52 2 12:17 1.00 2 09:41 4.00 CDT-187 CONDUIT 18.27 2 14:43 10.08 2 21:58 1.17 1.45 2 14:43 1.00 1 04:52 4.00 CDT-189 CONDUIT 18.50 2 14:43 10.08 2 21:58 1.19 1.47 2 14:43 1.00 1 04:52 4.00 CDT-191 CONDUIT 5.82 2 10:48 4.60 2 08:34 0.37 0.53 2 08:34 1.00 2 10:08 4.00 CDT-193 CONDUIT 27.39 2 10:41 19.46 2 08:37 1.76 2.18 2 10:41 1.00 2 05:48 4.00 CDT-195 CONDUIT 11.98 2 11:49 10.64 2 11:49 0.77 0.95 2 11:49 1.00 0 21:54 4.00 CDT-197 CONDUIT 22.40 2 11:26 11.66 2 10:46 1.44 1.78 2 11:26 1.00 2 08:39 4.00 CDT-199 CONDUIT 20.07 2 11:52 14.06 2 11:48 1.29 1.60 2 11:52 1.00 2 08:51 4.00 CDT-201 CONDUIT 19.20 2 11:11 13.66 2 10:42 1.23 1.53 2 11:11 1.00 2 08:51 4.00 CDT-205 CONDUIT 27.24 2 11:25 25.39 2 11:25 1.75 2.17 2 11:25 1.00 2 08:39 4.00 CDT-207 CONDUIT 26.49 2 09:52 16.97 2 09:55 1.70 2.11 2 09:52 1.00 2 08:35 4.00 CDT-209 CONDUIT 24.89 3 03:04 15.21 3 03:05 1.60 1.98 3 03:04 1.00 1 05:39 4.00 CDT-211 CONDUIT 25.06 3 03:04 15.59 3 03:05 1.61 1.99 3 03:04 1.00 1 05:39 4.00 CDT-213 CONDUIT 27.76 1 22:30 25.25 1 22:31 1.78 2.21 1 22:30 1.00 1 02:45 4.00 CDT-215 CONDUIT 27.65 3 05:57 20.88 3 05:53 1.78 2.20 3 05:57 1.00 2 06:27 4.00 CDT-217 CONDUIT 9.82 2 10:38 7.74 2 11:50 0.03 0.78 2 10:38 1.00 2 08:50 4.00 CDT-219 CONDUIT 18.45 2 11:45 8.77 2 11:45 1.19 1.47 2 11:45 1.00 2 08:51 4.00 CDT-221 CONDUIT 15.22 3 05:53 11.95 2 11:47 0.98 1.21 3 05:53 1.00 2 09:43 4.00 CDT-223 CONDUIT 18.53 2 11:48 9.80 2 11:48 1.19 1.47 2 11:48 1.00 2 08:53 4.00 CDT-225 CONDUIT 17.26 2 11:41 9.51 2 11:44 1.11 1.37 2 11:41 1.00 2 09:41 4.00 CDT-227 CONDUIT 24.25 2 10:56 17.03 2 10:14 1.56 1.93 2 10:56 1.00 2 08:53 4.00 CDT-229 CONDUIT 20.30 2 10:40 9.95 2 11:41 1.30 1.62 2 10:40 1.00 2 08:36 4.00 CDT-231 CONDUIT 20.32 2 10:40 9.74 2 11:41 1.31 1.62 2 10:40 1.00 2 08:36 4.00 2 08:25 4.00 CDT-233 CONDUIT 21.39 2 08:25 13.81 2 08:25 1.37 1.70 2 08:25 1.00 CDT-235 CONDUIT 40.82 3 03:19 26.83 2 12:12 2.62 3.25 3 03:19 1.00 2 08:53 4.00 CDT-237 CONDUIT 17.41 2 11:56 10.81 2 11:12 0.03 1.39 2 11:56 1.00 2 08:52 4.00 CDT-239 CONDUIT 20.93 2 09:07 17.41 2 09:10 1.35 1.67 2 09:07 1.00 2 07:27 4.00 CDT-241 CONDUIT 20.30 2 10:40 9.95 2 11:41 1.30 1.62 2 10:40 1.00 2 08:36 4.00 CDT-243 CONDUIT 14.37 2 12:00 14.12 2 11:53 0.03 1.14 2 12:00 1.00 2 08:54 4.00 CDT-245 CONDUIT 10.87 2 11:45 10.26 2 11:51 0.02 0.86 2 11:45 1.00 2 08:54 4.00 CDT-247 CONDUIT 24.34 2 10:56 13.88 2 10:23 1.56 1.94 2 10:56 1.00 2 08:36 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 38 of 62Â
CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
22.85 15.57 21.92 15.70 28.40 25.86 32.50 16.98 24.08 24.08 16.09 18.93 21.59 21.18 26.47 23.28 26.17 20.52 21.34 27.59 29.16 27.67 27.58 59.16 58.49 22.74 9.19 13.92 20.38 70.39 28.90 16.14 27.05 37.15 20.52 21.09 13.85 8.08 19.87 48.43 7.81 14.38 13.60 3.31 7.33 3.90 7.39 4.16 11.83 12.31 11.81 9.93 8.96 2.52 3.18 5.42 4.25 6.52 6.14 6.82 5.58
2 2 2 2 2 2 2 2 1 1 3 3 3 2 3 3 3 2 3 2 3 2 3 2 2 2 2 1 2 2 2 2 2 0 2 2 2 0 2 0 2 2 2 2 2 2 2 2 2 2 3 1 2 0 2 2 2 2 1 2 2
09:51 11:41 11:49 09:40 09:40 10:20 23:48 11:48 05:22 05:22 04:56 05:06 05:22 11:01 04:13 05:22 04:13 09:41 04:34 11:22 05:09 08:15 02:15 15:44 15:44 15:52 09:44 20:50 04:33 07:53 09:19 12:15 13:22 19:24 10:48 11:46 11:07 00:00 14:34 00:00 14:33 10:58 11:58 11:17 14:21 12:26 14:17 12:18 14:21 12:17 04:17 12:06 11:11 17:02 10:48 11:48 11:51 11:16 16:14 11:16 08:03
18.52 11.45 8.60 12.09 18.46 18.58 18.32 14.10 19.15 19.15 15.82 13.62 17.64 20.84 11.63 19.31 11.67 9.17 10.10 14.72 21.57 16.96 18.76 34.89 32.80 16.29 6.14 12.16 19.99 33.73 27.87 16.01 26.92 26.13 16.47 10.32 13.43 3.11 17.68 11.09 4.04 12.87 13.49 1.95 6.32 3.89 6.38 3.90 8.96 12.30 8.42 8.64 5.36 2.36 2.73 3.58 3.23 4.67 4.15 5.79 5.32
2 2 2 2 2 2 3 2 0 0 3 3 3 2 2 3 2 2 2 2 3 2 3 2 2 2 0 1 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 0 2 2 2 2 1 2 2
11:07 11:43 11:48 09:17 10:00 14:48 03:06 11:42 19:43 19:43 04:56 04:37 04:18 10:53 11:34 04:18 11:34 10:27 10:43 11:21 04:43 05:45 00:08 23:27 15:43 15:46 17:46 13:26 04:33 12:00 09:12 12:16 13:22 22:29 11:13 10:11 10:02 12:21 14:34 12:19 14:33 12:15 12:14 12:02 00:09 12:26 14:55 12:27 12:32 12:18 04:40 01:27 11:45 17:02 11:55 09:53 11:50 11:45 23:39 11:26 10:49
1.47 1.00 1.41 3.20 4.94 1.66 2.09 1.09 1.55 1.55 1.03 1.22 1.39 1.36 1.70 1.50 1.68 1.32 1.37 1.77 1.87 1.78 1.77 3.80 3.76 9.28 13.76 18.87 15.04 4.52 1.06 1.26 5.29 7.27 4.02 4.13 2.71 23.25 6.11 14.88 2.40 6.84 15.29 18.64 28.24 20.88 36.87 31.98 23.40 2.11 6.69 15.85 11.69 25.17 12.84 17.95 15.90 13.78 11.48 17.80 19.80
1.82 1.28 1.74 1.25 2.26 2.06 2.59 1.35 2.01 2.01 1.30 1.51 3.26 1.69 2.42 3.26 2.61 1.63 1.70 2.20 2.32 2.20 2.19 4.71 4.65 7.24 2.93 2.83 4.15 5.60 4.09 5.57 3.83 5.28 2.90 2.98 1.96 8.04 4.39 11.16 1.73 2.03 3.01 2.37 5.25 2.80 5.30 7.63 6.70 6.12 3.76 4.94 4.46 2.71 1.58 4.79 2.11 3.24 3.16 6.03 2.78
2 2 2 2 2 2 2 2 1 1 3 3 0 2 0 0 0 2 3 2 3 2 3 2 2 2 2 1 2 2 2 2 2 0 2 2 2 0 2 0 2 2 2 2 2 2 2 2 2 2 3 1 2 0 2 2 2 2 0 2 2
09:51 04:23 11:49 09:40 09:40 10:20 23:48 11:48 09:10 09:10 04:47 05:06 16:16 08:37 12:31 16:16 15:33 09:41 04:34 11:22 05:09 08:15 02:15 15:44 15:44 15:52 09:44 20:50 04:33 07:53 09:19 12:16 13:22 19:24 10:48 11:46 11:07 00:00 14:34 00:00 14:33 10:58 11:58 11:17 14:21 12:26 14:17 12:18 14:21 12:17 04:17 12:06 11:11 17:02 10:48 11:48 11:51 11:16 18:24 11:16 08:03
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.43 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 0 0 2 2 1 2 2 1 2 2 2 2 2 1 2 2 2 0 0 0 0 0 1 2 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0
08:26 09:41 08:53 07:17 07:17 09:21 08:48 10:55 19:30 19:30 11:56 10:01 20:30 09:37 09:44 20:30 09:44 09:21 09:44 09:40 11:51 06:13 10:00 07:40 08:26 22:06 17:54 17:49 17:49 20:50 01:30 12:15 13:55 18:30 09:09 09:11 07:11 00:00 21:09 00:00 21:12 16:43 19:03 18:08 18:07 18:09 18:07 16:36 18:21 10:29 19:28 16:32 17:01 16:02 17:16 17:39 18:13 18:13 06:22 17:35 18:02
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 2.50 2.50 4.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 2.39 0.94 2.39 2.95 2.40 1.33 1.33 1.33 1.33 0.83 1.50 1.20 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00 1.20 1.60
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 39 of 62Â
U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.05 3.52 3.50 3.48 3.98 3.55 4.62 7.36 3.82 5.91 3.58 4.20 10.47 3.24 2.98 15.54 2.56 4.07 4.21 8.82 4.07 8.14 14.94 11.23 6.48 7.16 7.36 6.60 21.40 18.36 1.54 16.45 22.21 31.56 15.72 8.22 4.24 7.68 8.11 7.00 7.23 8.30 3.65 22.30 9.13 5.01 4.13 14.49 7.66 5.07 6.43 7.95 6.08 9.78 4.21 3.35 3.31 5.36 3.91 3.24 5.61
2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 1 1 3 2 3 3 3 3 3 2 2 1 2 1 2 1 2 2 1 1 2 2 2 1 2 1 2 0
10:40 08:39 17:53 08:39 11:49 12:24 07:40 09:43 09:43 09:18 11:07 05:49 09:28 11:24 11:24 11:52 10:42 11:30 11:24 09:28 10:37 09:27 09:05 23:04 08:38 05:48 08:01 05:48 01:00 08:21 10:47 04:52 08:37 09:32 00:21 04:08 04:33 01:41 00:34 00:32 01:45 02:55 11:13 05:48 20:24 07:28 13:27 07:37 01:58 09:08 07:47 01:59 09:07 00:29 10:54 04:57 18:13 10:48 05:18 09:08 20:01
2.99 3.15 2.56 2.34 3.52 3.55 3.26 5.28 3.02 5.12 3.02 3.01 6.06 2.73 2.23 12.15 2.15 3.62 3.54 8.75 3.85 6.42 8.57 9.40 5.61 5.78 6.03 5.13 12.35 15.34 1.34 9.67 19.26 23.38 14.50 6.30 4.23 7.64 7.20 6.75 6.52 7.18 3.05 19.72 7.27 3.29 3.25 8.27 5.70 4.14 4.47 5.98 5.28 5.68 4.19 2.57 2.45 3.93 2.65 2.42 4.69
1 2 2 1 2 2 2 2 2 2 2 2 0 2 1 2 2 2 2 2 1 2 2 1 2 2 2 2 2 1 2 1 2 2 1 3 2 3 3 3 3 3 2 2 1 2 2 1 0 2 2 1 2 2 2 1 2 2 2 2 1
16:15 11:05 08:52 05:16 12:40 12:25 08:39 10:39 10:22 07:51 11:59 12:34 18:30 11:33 18:36 11:50 09:31 10:42 11:36 05:36 22:46 09:28 07:13 21:42 08:38 08:38 08:38 08:38 03:53 16:59 12:20 20:30 00:04 05:48 08:06 04:29 04:33 01:41 00:48 01:04 00:39 00:20 10:57 08:01 12:28 04:53 08:09 16:34 22:00 07:59 11:36 02:45 08:02 11:56 08:35 13:27 00:51 10:45 01:56 02:23 15:48
23.02 22.65 23.06 28.39 1.33 26.93 19.91 16.49 26.97 21.46 13.03 19.45 45.48 21.83 23.69 0.21 20.82 32.39 27.92 20.27 11.98 32.46 33.92 66.74 43.82 20.70 24.41 45.53 25.45 24.68 11.02 38.15 31.48 33.40 61.93 23.39 22.01 34.82 31.16 48.36 34.64 0.50 19.59 38.92 18.93 23.05 31.04 10.34 0.97 42.21 15.08 33.08 33.27 10.70 33.47 21.32 20.07 10.46 13.90 37.52 45.83
2.69 3.11 3.09 3.08 3.52 3.14 4.08 6.51 3.38 5.23 1.78 2.38 9.26 2.87 2.63 2.20 2.26 3.60 3.72 4.53 3.60 4.11 7.59 9.93 5.73 6.33 6.51 5.83 10.64 9.14 1.36 8.18 7.07 10.05 13.90 7.27 3.75 6.79 7.17 6.19 5.89 2.64 3.22 7.10 8.08 4.43 3.65 4.61 3.81 4.79 2.05 3.96 5.37 4.88 3.72 2.96 2.93 4.74 3.46 4.12 5.02
2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 1 1 3 2 3 3 3 3 3 2 2 1 2 1 2 1 2 2 1 1 2 2 2 1 2 1 2 1
10:40 08:39 17:53 08:39 11:49 12:24 07:40 09:43 09:43 09:18 11:07 05:49 09:28 11:24 11:24 11:52 10:42 11:30 11:24 09:27 10:37 09:27 09:05 23:04 08:38 05:48 08:01 05:48 01:00 08:21 10:47 04:52 08:37 09:32 00:21 04:08 04:33 01:41 00:34 00:32 01:45 02:55 11:13 05:48 20:24 07:28 13:27 07:37 01:58 09:08 07:47 01:59 09:07 00:29 10:54 04:57 18:13 10:48 05:18 09:08 08:09
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:43 17:25 17:25 17:25 18:21 17:25 17:25 17:25 17:25 17:25 03:39 17:29 17:22 16:19 16:19 07:42 16:19 16:19 16:19 18:11 20:23 18:11 18:11 16:19 16:19 16:19 16:19 16:19 17:08 17:14 20:24 17:08 17:26 17:08 16:19 16:19 16:19 16:19 16:19 16:19 16:26 17:13 20:25 15:42 11:08 16:19 16:19 17:32 17:08 17:10 17:54 17:30 17:22 17:30 17:25 17:22 17:22 20:25 17:22 17:19 17:22
1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.60 1.20 1.20 1.20 1.20 1.18 1.00 1.20
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 40 of 62Â
U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
38.84 7.93 3.35 3.88 6.99 9.04 7.59 4.19 3.33 3.79 4.26 4.38 1.88 3.57 2.39 2.23 2.35 3.09 3.16 3.96 6.04 3.92 5.01 6.38 5.98 7.48 3.30 5.40 7.21 4.63 5.40 5.41 7.90 7.17 6.97 10.94 10.96 28.67 15.06 12.69 7.84 8.84 2.29 11.79 4.12 3.75 8.06 5.58 8.47 2.35 8.13 2.18 5.22 5.42 5.68 17.08 2.37 25.32 3.87 5.97 4.56
1 0 2 1 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
14:16 21:34 11:49 08:09 22:28 23:31 00:20 10:01 08:52 19:48 11:40 11:10 10:51 11:50 10:05 10:09 13:07 11:50 09:37 10:44 10:36 10:15 10:29 11:34 19:00 10:56 10:32 10:30 10:22 05:20 11:37 11:37 10:55 11:40 11:16 11:51 11:51 11:39 09:33 09:33 10:24 19:57 09:09 09:33 05:57 05:56 11:47 11:23 11:41 10:10 11:40 08:46 10:37 10:03 11:06 11:06 11:20 13:17 11:42 09:06 11:09
25.99 6.59 3.30 3.45 6.39 8.67 7.02 3.46 2.79 3.75 3.00 2.10 1.47 2.37 1.94 2.17 2.35 2.64 2.01 3.02 4.81 2.80 2.86 4.68 4.20 4.96 2.99 4.23 4.72 3.40 4.73 4.94 6.28 6.04 6.31 6.45 7.06 21.32 11.80 10.95 6.70 5.98 2.16 9.30 2.91 3.38 5.55 4.76 6.73 2.13 6.56 1.73 2.92 4.17 3.79 8.09 2.11 24.79 3.56 4.16 3.79
0 1 2 1 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
22:33 11:21 11:53 05:41 21:19 22:54 00:08 12:34 07:04 19:48 13:40 11:40 10:51 11:50 09:37 10:09 13:08 11:50 09:51 10:53 21:21 10:07 23:54 11:43 08:35 11:35 10:59 10:45 10:43 05:55 11:31 11:02 11:51 11:40 11:50 11:52 11:52 11:30 09:33 09:33 10:25 10:15 09:09 09:38 05:58 05:55 11:47 11:32 11:50 11:57 10:21 10:16 11:17 11:21 06:14 08:54 11:55 13:17 11:10 11:02 11:42
11.61 28.20 24.80 53.14 11.74 30.81 1.00 0.22 22.83 22.14 28.95 13.46 13.81 18.53 24.25 19.68 20.62 21.72 20.78 25.22 17.27 28.29 14.82 20.31 17.93 19.16 69.17 41.54 29.43 32.04 47.15 31.45 33.08 25.19 24.35 42.00 40.75 67.20 0.77 1.20 25.18 0.38 21.41 43.66 37.91 1.50 20.68 53.12 29.98 20.67 62.41 17.08 16.87 15.83 19.87 54.67 21.01 8.13 37.44 13.31 40.97
8.59 7.31 2.96 4.94 4.87 11.51 9.66 4.65 2.94 3.35 3.76 3.87 1.66 3.16 2.11 1.97 2.08 2.73 2.79 3.50 5.34 3.47 4.43 5.64 5.29 6.62 6.56 4.77 6.38 4.09 4.77 4.78 6.99 3.57 3.47 5.44 5.45 9.25 4.79 6.31 3.90 2.81 2.02 5.86 3.64 3.32 7.12 4.93 4.21 2.07 6.63 1.93 4.62 2.69 2.82 15.10 2.10 2.02 3.42 5.28 4.03
1 0 2 1 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
14:16 21:34 11:49 08:09 06:49 23:31 00:20 04:56 08:52 19:48 11:40 11:10 10:51 11:50 10:05 10:09 13:07 11:50 09:37 10:44 10:36 10:15 10:29 11:34 19:00 10:56 10:32 10:30 10:22 05:20 11:37 11:37 10:55 11:40 11:16 11:51 11:51 11:39 09:33 09:33 10:24 19:57 09:09 09:33 05:57 05:56 11:47 11:23 11:41 10:10 11:40 08:46 10:37 10:03 11:06 11:06 11:20 13:17 11:42 09:06 11:09
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 2 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 1 0 0 0
17:58 17:10 20:25 17:10 11:46 08:29 07:40 05:51 14:14 14:15 14:15 20:23 20:23 20:24 17:44 17:40 17:41 20:24 17:38 17:37 17:37 17:40 17:37 17:37 17:37 17:37 16:38 18:20 18:00 17:39 18:20 18:19 18:19 10:05 10:50 11:50 11:50 19:40 18:40 18:08 17:06 17:23 20:26 15:38 15:51 17:28 17:26 17:51 18:24 20:26 17:47 17:57 17:57 16:15 03:49 17:31 19:06 04:46 17:50 20:24 18:00
2.40 1.20 1.20 0.96 1.50 0.83 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20 4.00 1.20 1.20 1.20
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 41 of 62Â
U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.80 4.37 3.06 16.02 4.20 4.10 6.46 5.50 9.35 6.24 6.15 4.44 3.49 10.41 6.30 4.08 5.00 3.90 29.30 7.43 9.98 7.25 6.92 8.03 4.70 6.12 3.71 18.48 15.58 12.58 6.12 7.58 6.71 8.08 7.80 7.55 5.42 9.47 17.56 9.78 9.58 15.09 18.00 19.06 18.69 23.70 8.86 32.07 24.05 25.33 38.03 71.87 51.06 124.57 17.66 18.16 17.37 48.03 5.17 3.67 3.73
2 2 2 2 2 3 2 2 3 3 2 3 2 2 2 3 3 3 0 0 0 0 0 1 0 1 0 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 2 2 3 1 1 2 2 2 2 2 2 2 2 3 2 3
10:26 04:26 10:29 09:56 10:53 04:14 11:30 10:22 04:14 04:26 10:29 05:20 10:12 11:39 10:12 03:46 03:19 02:56 16:16 16:15 16:15 16:26 16:16 00:09 19:58 18:35 16:21 14:28 14:20 14:59 10:11 08:56 11:02 11:34 11:33 11:23 11:24 11:32 05:12 05:48 07:25 06:52 22:19 07:11 05:23 07:19 09:05 01:03 06:10 22:23 07:23 11:17 10:44 11:12 06:41 06:39 05:22 09:04 00:58 08:58 01:06
3.25 3.25 2.96 9.96 2.47 4.08 5.43 4.14 5.99 4.98 4.07 3.54 2.61 7.58 5.89 3.45 3.89 3.58 9.24 7.18 6.25 6.10 4.21 6.71 3.83 4.49 3.69 14.30 13.20 12.57 4.71 3.96 4.91 6.46 6.47 6.07 4.24 5.05 13.24 7.99 8.26 9.67 16.85 11.01 14.34 20.09 6.49 31.65 22.83 22.03 30.13 65.01 47.80 94.99 15.58 17.90 15.40 46.88 5.03 3.27 3.71
2 2 2 2 2 3 2 2 3 3 2 3 2 3 2 3 3 3 0 0 0 0 0 1 0 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 1 2 2 2 2 2 2 2 1 2 3 2 3
11:00 12:44 12:31 10:51 12:45 04:15 11:12 10:37 04:14 04:15 10:30 05:13 10:33 03:13 10:39 02:41 02:08 03:14 18:26 16:16 16:08 16:08 17:49 23:22 16:22 07:58 16:22 15:59 14:38 14:59 11:11 07:21 11:26 11:36 11:56 12:01 11:35 11:31 15:11 08:00 08:24 08:53 05:36 18:26 06:50 07:53 10:06 01:03 18:14 08:04 10:29 09:04 10:44 10:19 06:42 06:51 06:25 07:55 03:41 08:58 01:05
22.03 0.56 27.33 9.58 14.51 15.15 11.55 14.93 14.10 0.61 0.38 1.16 33.32 10.60 48.48 31.53 18.91 28.99 70.05 10.94 3.76 27.71 26.45 14.73 32.89 30.69 54.50 3.37 11.88 1.91 21.46 5.35 7.81 11.06 13.06 9.70 21.10 25.28 3.40 1.43 1.59 4.20 1.83 0.97 1.72 2.00 1.71 1.63 2.99 4.91 2.94 3.03 0.88 2.13 1.65 0.76 3.02 1.10 5.42 16.42 43.68
3.36 3.86 2.71 5.10 2.09 2.04 3.66 3.12 5.29 3.10 3.06 3.92 3.09 2.30 5.60 3.61 4.42 3.18 23.88 6.06 5.65 4.10 3.92 4.55 4.16 6.64 4.03 3.26 1.94 16.01 5.41 1.68 1.48 1.79 1.72 1.67 2.69 4.71 5.59 4.86 4.77 7.65 6.11 6.07 9.29 7.54 2.82 10.30 7.66 8.06 8.41 10.17 8.92 10.30 8.78 9.10 4.61 15.29 5.61 3.98 4.75
2 2 2 2 2 3 2 2 3 3 2 3 2 2 2 3 3 3 0 0 0 0 0 1 0 1 0 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 2 2 3 1 1 2 2 2 2 2 1 2 2 3 2 3
10:26 04:26 10:29 09:56 10:53 04:14 11:30 10:22 04:14 04:26 10:29 05:20 10:12 11:39 10:22 03:46 03:19 02:56 16:16 16:15 16:15 16:26 16:16 00:09 19:58 18:35 16:21 01:12 14:20 14:59 10:11 08:56 11:02 11:34 11:33 11:23 11:24 11:32 05:12 05:48 07:25 06:52 22:19 07:11 05:23 07:19 09:05 01:03 06:10 22:23 07:23 11:17 10:44 11:12 06:41 20:17 05:22 09:04 00:58 08:58 01:06
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 2 2 2 2 2 1 1 0 0 0 1 1 0 0 0 0 1 1 1 1 1 2 1 1 1 1 1 0 0 0
16:36 18:20 17:26 21:43 18:48 18:48 17:02 18:30 18:30 18:32 18:32 17:26 17:22 07:12 13:00 16:24 16:24 16:24 15:38 15:46 15:55 15:55 15:55 15:55 15:42 15:28 15:34 11:49 00:03 16:03 23:16 04:44 04:58 05:02 04:56 04:59 01:27 01:27 21:36 22:09 22:40 01:23 01:27 17:15 17:15 23:52 21:37 01:21 01:28 01:21 01:25 06:05 05:44 06:12 01:29 06:06 06:39 06:03 19:55 15:27 14:02
1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.50 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.25 1.50 1.50 1.50 1.50 1.20 1.08 1.08 3.83 3.20 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 2.00 1.60 2.00 2.00 2.00 2.00 2.00 2.40 3.00 2.80 4.00 1.60 1.59 2.40 2.00 1.08 1.08 1.00
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 42 of 62Â
U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
2.98 8.63 7.26 7.09 28.45 32.45 17.92 28.51 11.37 1.66 37.41 30.42 23.02 13.60 21.19 30.06 14.79 7.39 15.40 23.76 7.38 40.10 51.82 28.09 5.78 3.54 2.20 10.08 11.57 12.36 5.13 4.43 4.11 3.03 5.67 2.20 11.27 3.78 5.37 6.66 4.11 2.03 4.42 5.56 3.09 4.27 5.82 6.03 7.66 8.56 15.72 8.87 8.35 7.23 2.41 5.52 2.22 8.09 3.94 11.09 3.39
2 2 1 2 2 2 2 2 2 2 2 2 0 3 3 3 2 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
07:16 06:36 18:38 08:58 12:18 06:52 14:32 14:33 10:20 09:04 07:26 14:05 22:01 05:42 05:41 05:27 07:46 04:34 06:36 06:59 12:35 12:34 12:34 12:35 05:48 05:48 12:14 11:57 12:35 11:49 14:54 13:44 15:34 12:31 15:34 12:42 12:18 00:04 15:33 10:15 15:33 08:11 15:33 16:04 08:46 16:04 16:03 15:17 15:33 15:27 14:30 15:18 14:27 14:28 10:07 04:07 09:04 11:48 11:16 10:42 11:17
2.94 6.44 6.58 5.72 26.92 25.95 16.22 23.33 7.77 1.09 31.41 27.01 13.69 12.29 20.18 26.86 11.95 6.90 12.77 20.83 5.82 38.88 45.89 27.62 5.27 3.19 2.20 8.15 9.04 10.98 5.06 4.35 3.91 3.03 3.30 1.88 11.09 2.03 3.82 3.86 3.47 1.63 3.90 3.63 2.48 3.60 5.16 4.75 5.90 7.34 14.40 8.19 7.03 7.18 1.97 4.67 2.00 4.92 2.96 6.55 2.78
2 1 1 2 2 1 2 2 2 2 2 2 1 2 3 3 2 3 1 2 2 2 2 2 3 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
10:10 18:38 06:31 09:06 14:06 16:04 09:02 14:33 08:37 09:50 09:32 12:18 17:29 15:15 05:26 05:55 07:46 04:34 12:16 06:59 12:36 12:08 12:08 12:35 05:49 05:49 12:15 12:36 12:00 00:08 14:55 13:45 15:34 12:32 09:45 14:28 12:19 16:10 15:26 09:15 14:48 08:12 16:04 16:04 10:16 17:08 16:04 15:58 14:31 15:09 14:30 14:20 14:43 14:28 10:27 02:53 10:51 11:29 08:41 10:05 10:50
32.91 2.46 0.84 8.45 1.45 20.45 11.17 29.09 0.30 17.17 1.22 31.00 0.90 0.67 7.33 0.35 5.42 1.49 36.07 0.43 46.83 28.98 1.57 76.31 22.30 24.86 13.96 0.30 36.27 2.13 56.34 1.42 1.13 22.10 1.02 27.75 1.58 0.06 0.08 17.03 0.92 0.65 33.87 21.84 22.37 34.57 40.72 19.96 13.69 1.35 18.92 0.67 0.99 0.75 20.88 17.86 20.06 9.71 15.14 0.33 27.66
3.79 2.77 3.61 2.26 9.05 7.18 4.96 6.74 2.51 1.81 11.91 7.18 5.09 4.65 6.83 3.74 1.21 5.30 5.39 2.01 6.96 8.17 25.77 20.13 3.27 3.13 1.79 2.23 5.75 6.15 6.53 3.91 3.63 2.47 2.82 2.80 5.60 1.92 2.70 5.43 3.63 1.80 3.91 4.92 2.52 3.78 5.15 3.00 3.81 4.26 7.82 7.85 7.38 9.20 2.13 4.88 1.97 4.02 1.96 3.53 3.00
2 2 1 2 2 2 2 2 2 2 2 0 0 1 3 3 2 3 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
07:16 06:36 18:38 08:58 12:18 06:52 14:32 14:33 10:20 09:04 07:26 21:51 22:01 21:06 05:41 05:27 07:46 04:34 06:36 05:25 07:59 12:34 12:34 12:35 05:48 05:48 12:14 11:57 12:35 11:49 14:54 13:44 15:34 12:31 15:34 12:42 12:18 00:04 15:33 10:15 15:33 08:11 15:33 16:04 08:46 16:04 16:03 15:17 15:33 15:27 14:30 15:18 14:27 14:28 10:07 04:07 09:04 11:48 11:16 10:42 11:17
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 1 1 0 0 0 2 2 0 0 0 0 0 2 2 2 1 1 1 2 2 2 2 2 2 2 0 2 0 0 2 0 1 0 1 0 2 2 2 0 1 0 0 0 0 0 0 1 1 1 0 2 2 2 0 0 0 0 0 0 0
14:02 06:25 06:30 22:04 21:14 21:27 14:32 14:33 20:20 15:27 20:39 21:27 21:14 07:26 08:16 08:54 06:22 05:59 01:33 05:41 11:33 05:47 11:29 11:27 11:32 11:28 16:00 05:47 15:14 17:17 08:22 17:12 03:49 15:59 03:17 14:34 09:26 11:51 11:51 15:59 02:17 18:57 18:23 18:23 15:59 18:23 18:23 04:20 04:16 04:03 18:01 09:46 09:46 06:58 20:25 20:24 20:26 22:27 23:03 18:15 20:24
1.00 2.00 1.60 2.00 2.00 2.40 2.40 2.40 2.40 1.08 2.00 2.40 2.40 2.00 2.00 3.20 4.00 1.33 2.00 4.00 1.20 2.50 1.41 1.12 1.50 1.18 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 1.20 1.60 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.20 1.20 0.39 1.20 1.20 1.20 1.60 1.60 2.00 1.20
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 43 of 62Â
U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.75 3.75 10.84 4.16 3.77 4.05 4.00 7.75 13.61 7.04 9.72 10.27 5.41 7.38 7.03 8.60 11.95 6.57 8.65 11.43 6.79 5.17 3.58 8.51 3.41 2.84 6.24 6.04 6.08 10.89 6.63 3.92 2.29 2.32 6.71 3.23 7.27 6.15 5.70 6.14 15.50 13.16 2.75 36.77 82.95 7.46 7.13 5.59 12.03 9.40 2.44 2.84 7.26 8.61 3.55 7.19 4.39 10.72 5.96 7.23 4.12
2 2 2 1 2 2 2 2 1 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:41 08:44 10:27 16:13 11:20 10:58 11:20 09:37 17:06 11:17 09:54 11:48 10:27 14:59 03:00 11:44 01:58 09:54 08:32 03:01 15:34 15:34 15:34 11:28 15:34 15:33 12:17 12:25 12:17 12:32 12:17 12:17 12:17 12:17 12:15 09:44 04:47 14:15 14:19 15:45 04:47 04:47 11:18 04:53 04:46 10:08 08:31 09:20 09:39 11:05 08:17 08:46 10:55 00:48 10:05 15:35 10:28 11:41 08:59 10:15 10:22
3.62 3.21 7.69 3.26 2.99 2.78 3.16 5.45 8.12 4.63 6.66 8.21 3.32 7.38 7.03 7.10 9.60 4.85 6.84 9.39 4.41 4.48 2.62 5.07 3.20 2.00 6.03 6.03 6.03 9.32 6.02 3.43 2.11 2.11 6.68 2.33 6.35 5.91 5.19 5.33 12.67 11.08 2.36 36.73 80.74 5.62 7.03 4.93 10.29 7.04 2.03 2.25 4.94 6.19 2.63 4.05 3.56 9.42 5.21 6.51 2.10
2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 2
08:42 10:53 09:37 16:13 10:44 11:24 10:16 11:49 09:15 10:05 11:36 11:48 11:51 15:00 03:00 11:47 00:32 11:21 11:51 11:05 16:05 12:18 15:34 11:32 14:30 11:48 12:25 12:25 12:25 12:15 12:15 12:15 12:15 12:15 12:15 10:23 08:37 12:15 14:18 15:46 08:55 05:22 10:51 04:53 04:47 08:31 08:31 07:57 11:31 08:57 09:21 08:46 08:29 00:11 04:51 09:05 11:39 11:41 12:15 03:40 08:35
32.22 31.77 15.59 10.48 30.87 28.59 16.08 15.11 10.91 0.55 18.42 25.18 26.29 2.26 38.39 19.51 11.34 14.01 14.89 5.30 6.28 14.83 28.20 22.08 28.35 26.00 32.68 26.77 37.52 17.61 21.70 30.84 19.27 20.71 24.25 26.34 57.81 48.99 48.75 22.11 39.96 40.33 23.89 57.32 157.84 2.38 24.29 37.93 8.26 9.05 28.62 32.94 7.02 14.17 18.09 0.11 20.10 15.69 7.71 14.30 24.11
3.32 3.31 5.39 1.32 3.33 3.58 1.99 2.47 4.43 2.24 3.09 5.11 4.79 6.52 6.22 2.74 3.80 2.09 2.75 1.62 3.38 2.57 3.17 7.52 3.02 2.51 5.52 5.34 5.37 9.63 5.86 3.47 2.02 2.05 3.80 2.85 6.43 5.65 5.29 3.20 7.85 6.54 2.44 18.29 > 50.0 6.08 5.86 4.56 2.66 2.08 3.11 3.62 1.60 4.28 3.14 2.29 2.48 8.74 1.90 2.30 3.64
2 2 2 1 2 2 2 2 1 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:41 08:44 10:27 16:13 11:20 10:58 11:20 09:37 17:06 11:17 09:54 11:48 10:27 14:59 03:00 11:44 01:58 09:54 08:32 03:01 15:34 15:34 15:34 11:28 15:34 15:33 12:17 12:25 12:17 12:32 12:17 12:17 12:17 12:17 12:15 09:44 04:47 14:15 14:19 06:45 04:47 04:47 11:18 04:53 04:46 10:08 10:22 09:20 09:39 11:05 08:17 08:46 10:55 00:48 10:05 15:35 10:28 11:41 08:59 10:15 10:22
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 0 1 1 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0
20:25 20:25 22:47 17:07 20:24 20:25 23:37 13:28 15:54 07:47 19:29 18:02 13:56 17:03 17:03 19:29 19:29 19:31 19:28 19:35 11:46 11:46 11:41 17:57 11:39 11:38 04:06 04:07 04:11 04:12 04:12 04:11 03:43 03:40 11:51 17:58 02:04 05:15 21:50 11:53 02:59 02:11 17:56 18:48 17:48 12:52 15:11 15:52 20:22 20:28 15:11 15:12 20:23 17:18 17:48 12:01 15:08 14:13 17:05 17:14 17:48
1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 1.20 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.47 1.20 1.20 1.20 0.95 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60 1.20 2.00 1.50 1.25 2.00 2.00 1.20
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 44 of 62Â
U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
21.05 16.04 20.17 14.55 43.15 6.74 15.69 10.34 5.41 5.92 4.39 4.38 7.10 5.46 5.50 3.96 4.26 4.07 1.89 1.88 2.53 3.00 2.90 4.40 3.43 4.06 4.41 4.47 4.89 8.14 4.68 7.88 8.81 8.73 3.77 4.12 8.72 8.60 16.91 6.89 9.49 3.84 3.77 5.15 4.50 5.45 11.09 8.34 7.89 3.30 6.28 6.14 7.00 7.05 4.06 11.00 9.37 17.34 9.97 21.16 16.23
3 3 3 3 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3 2 2 3 2 2 2 2
02:31 03:49 02:15 02:56 12:38 05:18 14:19 11:59 15:21 14:17 11:23 05:03 00:44 01:21 07:16 13:11 10:26 13:10 12:01 12:01 11:56 16:29 17:27 10:34 15:15 15:15 19:41 12:16 12:18 12:18 03:49 12:16 12:15 14:45 10:47 17:50 15:54 15:54 15:54 17:46 08:39 07:50 09:35 08:43 11:40 11:26 22:29 00:48 00:41 11:40 02:33 02:01 01:31 01:25 10:22 11:01 02:10 09:43 08:46 11:47 22:05
13.42 12.76 16.39 14.44 33.63 5.88 15.58 9.34 4.89 4.75 3.84 4.16 4.39 4.40 4.46 3.51 3.44 3.78 1.67 1.75 2.45 2.30 1.91 3.57 2.01 2.13 3.60 4.29 4.29 7.79 3.63 7.79 8.74 8.60 2.90 3.09 7.66 7.25 11.10 6.67 8.68 3.15 3.00 3.74 3.86 3.65 9.20 6.27 6.60 2.92 4.71 4.49 5.69 6.07 2.95 8.63 7.76 9.87 8.16 11.95 13.91
3 3 3 2 2 2 2 2 3 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3 3 2 3 1 2 2 2
04:22 03:01 00:18 11:49 12:40 08:06 14:20 12:01 04:51 05:04 11:02 05:38 05:28 06:59 04:48 13:11 11:48 13:12 12:02 12:43 11:57 11:57 13:11 10:35 15:22 00:52 02:20 12:15 12:15 12:15 05:14 12:15 12:15 16:00 11:59 23:15 15:55 15:55 12:41 19:49 08:38 11:29 10:56 11:51 11:40 23:41 22:38 01:18 01:18 11:40 02:09 02:41 02:08 01:20 05:03 11:45 04:29 06:35 08:10 10:17 18:11
8.38 10.43 12.68 15.85 7.64 50.89 30.49 17.19 25.87 42.69 19.15 44.01 29.85 47.08 46.23 39.50 14.52 26.76 18.43 16.37 22.68 31.48 27.43 23.43 21.88 29.69 23.80 27.13 14.80 27.21 30.76 22.42 6.23 76.37 21.21 15.35 22.70 31.06 6.43 60.11 0.40 21.20 13.85 15.31 22.72 18.16 7.99 14.23 44.37 26.60 32.35 20.53 24.04 23.66 27.18 12.34 7.60 4.42 0.95 2.06 16.65
6.70 3.55 4.46 3.22 3.74 8.58 7.80 5.14 4.78 7.59 3.88 5.73 9.04 6.95 7.07 5.04 3.77 5.18 2.49 2.84 3.22 4.13 3.91 3.89 4.68 5.36 3.96 3.95 2.43 4.05 4.14 4.06 3.39 7.80 3.34 2.05 4.34 4.28 3.74 6.09 3.02 3.39 1.88 2.63 3.98 2.71 3.53 2.65 6.97 2.92 5.55 3.05 3.48 3.51 3.59 5.47 2.35 2.45 3.17 6.74 5.17
3 3 3 3 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 3 3 2 2 1 2 2 2 2
02:31 03:49 02:15 02:56 12:38 05:18 14:19 11:59 15:21 14:17 11:23 05:03 00:44 01:21 07:16 13:11 10:26 13:10 21:52 19:40 11:56 16:29 17:27 10:34 12:43 15:15 16:15 12:16 12:18 12:18 03:49 12:16 12:14 14:45 10:47 17:50 15:54 15:54 15:54 17:46 08:39 07:50 09:35 08:43 11:40 11:26 22:29 00:48 00:41 11:40 02:33 02:01 01:31 01:25 10:22 11:01 16:54 09:43 08:46 11:47 22:05
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.56 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 2 2 0 0 1 1 1 2 0 1 2 2 2 2 2 0 2 1 2 2 2 2 0 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 2 0 2 2 2 2 0 2 2 0 0 0 0
17:11 18:15 15:54 15:54 20:33 21:42 16:25 15:14 11:48 11:08 17:47 17:23 01:28 04:11 10:36 07:00 17:47 18:04 10:07 11:49 11:49 11:49 11:33 17:47 10:00 15:47 10:56 11:50 11:59 12:06 17:47 12:15 12:15 12:04 07:23 08:51 08:51 08:50 10:55 07:27 19:28 05:51 07:33 07:30 17:47 07:30 08:17 08:18 05:42 17:47 05:26 07:19 07:19 07:25 17:46 07:17 08:50 23:53 22:04 22:08 15:55
2.00 2.40 2.40 2.40 3.83 1.00 1.60 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 2.40 3.00 2.00 2.00 2.00
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 45 of 62Â
U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13 WEIR-15 WEIR-17 WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
11.03 10.33 17.29 7.04 4.33 8.54 6.67 2.60 2.87 4.27 9.02 4.57 3.28 4.44 35.74 11.23 5.73 5.36 9.74 0.00 12.49 11.38 3.41 13.23 10.32 9.39 6.36 32.70 15.35 7.42 5.41 14.93 7.23 6.71 10.98 7.49 8.00 8.00 236.85 4.90 18.66 2.11 102.11 48.35 85.78 64.78 6.98 65.85 58.87 140.43 13.11 11.63 9.45 58.65 11.52 0.80 1.45 2.48 0.10 0.71 13.33
3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 3 2 2 3 3 2 2 3 3 3 0 0 3 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 2 2 2
00:21 11:50 15:34 23:27 14:28 10:38 10:51 10:01 10:03 09:03 11:00 09:12 09:10 08:22 12:37 11:30 11:40 12:14 12:15 00:00 12:16 12:32 14:21 20:59 21:52 14:04 03:48 09:10 20:47 01:00 05:39 12:02 15:34 00:36 01:40 02:50 15:28 15:28 00:16 15:54 15:19 18:44 12:37 12:18 15:03 11:48 12:17 00:04 15:31 11:55 13:37 13:52 05:41 12:37 15:17 15:31 13:51 13:00 14:43 13:09 14:32
8.79 9.52 15.59 6.99 3.24 7.68 6.14 2.50 2.18 3.04 3.04 4.48 3.10 3.14 25.82 9.87 5.35 5.35 9.74 0.00 11.51 9.45 3.11 13.02 8.11 9.00 4.75 16.91 13.51 6.15 3.84 11.33 6.59 5.86 9.28 6.78 8.00 8.00 157.31 3.58 13.50 2.11 67.79 17.51 67.07 44.46 6.70 44.80 45.92 77.75 6.63 8.14 8.99 23.70 8.40 0.22 1.45 2.48 0.00 0.71 7.59
2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 0 0 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 0 2 2
22:07 11:57 14:28 23:27 03:30 10:30 10:57 09:33 10:01 09:08 08:35 09:12 12:39 09:00 12:45 11:50 11:06 12:15 12:15 00:00 12:17 12:44 12:21 20:53 20:46 23:05 10:25 09:00 20:37 15:34 03:47 12:03 02:56 03:45 01:27 01:05 15:29 15:29 20:12 15:35 15:09 18:44 12:34 12:21 22:58 11:49 12:15 23:05 22:05 11:56 04:46 13:44 05:08 12:45 14:48 12:48 13:51 13:00 00:00 13:09 19:35
16.81 14.41 6.93 34.02 1.61 1.61 47.98 22.87 17.44 8.83 13.82 13.51 13.21 14.47 2.00 0.63 32.60 2.33 2.99 0.00 1.64 5.01 10.85 1.22 35.90 33.64 20.72 0.86 21.33 31.01 31.35 13.79 33.89 42.48 17.58 34.34 1.00 1.00
3.51 3.29 3.82 5.74 4.06 7.08 6.07 2.30 2.54 2.12 4.48 2.28 1.63 2.51 7.90 2.48 5.06 6.82 8.61 0.00 6.21 2.52 3.02 6.58 5.31 4.94 4.56 7.90 7.63 5.32 4.78 4.75 5.18 5.94 9.71 5.36
3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 3 2 2 3 3 2 2 3 3 3
00:21 11:50 15:34 23:27 14:28 10:38 10:51 10:01 10:03 09:03 11:00 09:12 09:10 08:22 12:37 11:30 11:40 12:14 12:15 00:00 12:16 12:32 14:21 20:59 21:52 14:04 03:48 09:10 20:47 01:00 05:39 12:02 15:34 00:36 01:40 02:50
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0
15:55 15:55 16:21 14:00 10:00 10:03 17:45 20:25 20:26 22:53 23:18 23:18 23:18 21:50 21:39 21:39 15:49 10:48 11:16 00:00 12:52 13:49 11:49 21:35 21:29 21:29 18:08 22:24 19:26 18:08 17:46 05:15 18:07 17:47 17:52 18:08
1.00 0.17 0.59 0.09 1.00 0.88 1.00 1.00 0.18 1.00 1.00 1.00 0.54 0.59 0.40 1.00 0.57 0.08 0.10 0.11 0.02 0.05 0.55
2 2 2 2 2 2 2 2 2 2 2 1 2 2 3 2 2 2 2 2 2 2 2
11:50 15:54 21:26 21:01 11:57 12:17 10:02 08:43 12:15 11:46 11:48 06:41 13:37 13:47 05:39 12:36 16:04 15:31 13:31 13:00 14:43 13:09 15:43
2.00 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 1.20 1.18 2.40 1.20 1.60 1.60 1.60 1.33 2.40 1.60 1.33 1.20 2.00 1.33 1.20 1.20 1.33
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 46 of 62Â
WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
6.49 8.19 5.09 5.39 7.60 3.33 2.86 5.27 4.58 11.24 11.68 1.07 52.28 1.71 11.86 10.61 5.37 9.82 3.99 18.43 15.03 15.38 2.89 2.39 1.22 3.39 4.23 2.70 23.35 58.94 58.34 9.08 56.32 93.83 2.15 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 1.90 3.79 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70
2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 1 2 1 0 0 2 2 0 1 2 1 0 2 2 2 2 1 0 2 0 2 1 2 1
18:36 15:04 14:17 02:58 02:58 12:27 15:01 16:07 17:27 16:10 14:32 15:55 12:13 16:07 16:10 15:10 16:10 01:21 05:03 14:19 14:32 15:50 14:40 14:17 12:43 21:28 14:33 11:51 16:04 22:37 22:37 14:29 07:37 10:17 03:43 08:40 06:09 02:30 05:14 16:11 18:42 18:06 08:37 17:36 22:30 07:49 05:21 13:26 22:47 11:34 09:39 09:24 09:54 17:15 17:23 01:21 17:43 04:03 19:27 10:28 03:03
4.55 5.28 2.91 4.12 4.67 3.33 2.25 2.87 3.57 7.85 7.35 0.78 23.13 1.01 7.28 6.33 3.76 6.39 3.99 15.20 9.66 11.66 2.89 2.38 1.22 3.27 4.22 2.45 11.63 21.02 11.70 6.07 35.32 55.53 2.15 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 1.90 3.80 2.27 1.90 0.63 1.21 1.28 1.28 1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70
2 2 2 3 3 2 2 2 2 2 3 2 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 1 1 2 2 2 2 2 2 1 2 2 2 2 2 1 2 0 2 2 2 2
15:13 15:04 19:35 02:15 02:15 12:27 14:48 15:13 16:07 14:18 03:07 19:35 15:50 15:39 19:40 19:35 12:19 04:46 05:04 04:58 15:47 14:18 14:40 14:18 12:47 19:00 14:33 15:05 04:17 15:47 21:17 15:17 07:57 11:13 03:44 08:41 09:47 02:38 08:59 09:41 23:02 04:08 08:38 17:37 09:41 08:23 05:47 06:47 12:43 11:35 09:44 09:25 11:48 11:34 05:17 01:22 17:44 11:54 08:49 10:29 06:07
0.34 0.41 0.31 0.22 0.33 0.22 0.19 0.29 0.28 0.56 0.55 0.14 1.00 0.15 0.53 0.49 0.33 1.00 0.15 0.72 0.59 0.58 0.19 0.15 0.38 0.18 0.17 0.15 1.00 1.00 1.00 0.55 1.00 1.00 1.00
2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 0 0
19:06 14:29 15:52 02:15 21:13 14:28 14:59 16:04 17:53 15:43 15:43 18:53 08:51 18:34 15:52 16:09 15:52 08:20 05:03 14:16 14:56 15:38 14:36 14:28 12:50 23:52 15:19 15:19 15:44 14:33 14:33 14:45 22:40 23:48 23:53
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 47 of 62Â
W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
3.79 3.79
1 2
01:28 07:21
3.80 3.80
1 2
06:10 07:41
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 48 of 62Â
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.01 0.00 CDT-11 1.00 0.02 0.03 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.05 0.00 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.01 0.05 0.00 0.94 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.09 0.00 0.00 0.89 0.00 0.01 0.01 0.00 0.00 CDT-175 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 22.55 0.00 0.08 0.00 0.92 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.04 0.00 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-217 15.62 0.00 0.05 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-219 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 5.03 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.00 CDT-237 21.76 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.19 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 21.76 0.00 0.05 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-245 21.76 0.00 0.05 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-279 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-281 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 49 of 62
CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207
5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 1.00 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.02 0.01 0.04 0.05 0.00 0.05 0.02 0.00 0.00 0.00 0.00 0.03 0.00 0.02 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.01 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.98 0.99 0.96 0.95 1.00 0.95 0.98 1.00 1.00 1.00 0.98 0.00 1.00 0.98 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 0.99 0.91 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.97 0.52 1.00 1.00 1.00 1.00 0.98 0.87 1.00 0.97 0.79 0.87 0.98 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.47 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.01 0.19 0.10 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.01 0.05 0.04 0.00 0.00 0.00 0.00
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 50 of 62
U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
1.00 1.00 1.00 1.00 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.00 2.69 1.00 1.00 1.00 1.00 1.40 1.00 2.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.05 0.77 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.98 0.98 0.94 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.94 0.96 0.99 1.00 1.00 0.29 0.12 0.23 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.97 0.20 0.94 0.97 0.97 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.99 1.00 1.00 0.99 0.67 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.39 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.01 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.02 0.00 0.00 0.00 0.66 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.77 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.11 0.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.11 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00
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U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507
1.00 1.00 1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.02 0.02 0.02 0.02 0.02 0.00 0.02 0.02 0.02 0.02 0.02 0.04 0.02 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.02 0.02 0.04 0.05 0.00 0.00 0.00 0.04 0.02 0.03 0.03
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.12 0.02 0.07 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.01 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.98 0.96 0.97 0.97 0.97 1.00 0.96 0.88 1.00 1.00 0.96 0.96 0.97 0.98 0.99 1.00 1.00 1.00 1.00 1.00 0.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.73 0.53 0.94 0.98 0.98 0.95 0.99 0.81 0.89 0.92 0.81 0.71 0.52 0.93 0.93 0.68 0.67 0.98 1.00 1.00 1.00 1.00 0.90 0.97 1.00 0.98 0.76 0.21 0.03 0.99 1.00 0.98 0.95 0.97 0.96 0.62
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.02 0.01 0.11 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.23 0.45 0.04 0.00 0.00 0.03 0.00 0.16 0.08 0.05 0.15 0.24 0.22 0.04 0.00 0.00 0.19 0.02 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.19 0.76 0.92 0.00 0.00 0.00 0.00 0.00 0.00 0.35
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.07 0.05 0.14 0.07 0.01 0.05 0.08 0.04 0.20 0.14 0.02 0.11 0.14 0.21 0.01 0.03 0.31 0.00 0.26 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.13 0.07 0.50 0.57 0.09 0.00 0.00 0.00 0.00 0.27 0.04
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 52 of 62
U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657
1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.18 13.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 3.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00
0.00 0.06 0.07 0.05 0.05 0.58 0.05 0.80 0.80 0.81 0.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.05 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.12 0.00 0.09 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.12 0.06 0.00 0.03 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.88 0.94 0.70 0.95 0.93 0.19 0.95 0.20 0.18 0.16 0.16 1.00 1.00 1.00 0.98 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.87 0.86 1.00 0.93 0.95 1.00 1.00 1.00 0.99 1.00 1.00 0.99 0.99 1.00 0.76 0.70 0.81 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.10 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.05 0.00 0.00 0.23 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.09 0.00 0.02 0.00 0.00 0.16 0.00 0.00 0.01 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.13 0.00 0.00 0.12 0.00 0.00 0.02 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.39 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 53 of 62
U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 2.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.03 0.03 0.02 0.02 0.03 0.03 0.00 0.05 0.05 0.00 0.02 0.01 0.00 0.00 0.01 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.04 0.04 0.00 0.04 0.04 0.04 0.03 0.03 0.00 0.04 0.03 0.02 0.02 0.03 0.04 0.00 0.04 0.04 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 0.89 0.44 0.42 0.32 0.64 0.38 1.00 0.72 0.12 0.99 0.97 0.97 0.99 1.00 0.99 1.00 0.99 0.99 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 0.75 0.56 1.00 0.88 0.67 0.92 0.49 0.53 1.00 0.89 0.72 0.32 0.89 0.78 0.77 1.00 0.91 0.78 0.86 1.00 1.00 1.00 1.00 1.00 0.97 0.01 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.05 0.02 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.08 0.53 0.56 0.66 0.33 0.59 0.00 0.17 0.80 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.19 0.40 0.00 0.07 0.29 0.04 0.48 0.43 0.00 0.08 0.25 0.66 0.09 0.19 0.19 0.00 0.05 0.18 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.04 0.00 0.07 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.12 0.00 0.00 0.16 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.01 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.00 1.00 1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.04 0.05 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.03 0.00 0.03 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.99 0.98 0.98 0.95 0.98 0.98 1.00 0.99 0.99 0.75 0.17 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.92 0.52 1.00 0.84 0.98 1.00 1.00 0.96 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.02 0.00 0.01 0.01 0.00 0.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.45 0.00 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.01 0.05 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.99 77.99 78.00 0.00 0.00 C-WELL4E 0.21 0.21 1.06 0.00 0.00 CDT-101 21.63 21.64 21.65 0.23 7.28 CDT-103 21.41 21.54 21.65 0.61 7.41 CDT-105 21.29 21.36 21.42 1.07 5.84 CDT-107 21.74 21.88 22.27 1.05 13.81 CDT-109 22.10 22.27 22.31 2.80 10.43 CDT-11 59.78 59.78 62.51 8.62 13.63 CDT-111 22.43 22.55 22.79 1.40 12.90 CDT-113 19.83 19.98 19.90 0.72 8.80 CDT-115 22.53 22.63 22.55 0.15 8.68 CDT-121 25.75 26.03 76.90 0.00 0.10 CDT-123 51.18 51.18 51.19 4.15 11.88 CDT-125 49.20 49.22 49.20 0.03 7.36 CDT-171 22.38 22.39 24.42 0.00 0.01 CDT-173 13.76 14.21 13.98 0.01 4.99 CDT-175 13.38 13.51 13.44 0.00 2.72 CDT-177 13.38 13.51 13.44 0.00 2.66 CDT-179 4.88 4.88 11.72 0.00 0.00 CDT-181 3.08 3.15 3.44 0.00 2.36 CDT-183 15.17 15.27 15.21 0.00 4.64 CDT-185 3.08 3.15 3.45 0.00 2.39 CDT-187 47.63 47.68 47.66 0.00 19.88 CDT-189 47.63 47.66 47.68 0.00 19.78 CDT-191 11.53 11.82 11.72 0.00 2.60
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CDT-193 CDT-195 CDT-197 CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112
22.34 42.23 21.21 21.06 21.03 21.18 20.67 24.30 24.30 23.22 22.08 21.11 21.11 18.95 21.10 19.10 20.97 21.37 21.37 21.26 20.26 20.23 22.52 21.37 21.05 21.05 21.22 21.39 19.21 21.05 22.56 22.55 20.32 20.86 18.77 5.86 5.86 5.03 19.67 23.10 20.33 20.12 23.10 20.12 20.37 20.13 20.19 18.14 24.35 19.35 21.13 21.36 54.95 45.23 47.89 46.63 57.16 21.99 0.00 64.08 26.08 20.59 20.54 25.01 78.00 56.82 77.99 56.75 37.54 57.00 46.40 46.17 49.38 50.58 61.40 25.63 23.42 58.35 60.07 57.69
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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22.40 42.23 21.24 21.12 21.13 21.22 20.82 24.35 24.33 23.85 22.17 21.13 21.11 18.98 21.10 19.18 21.00 21.40 21.38 21.44 21.00 20.25 22.53 21.40 21.07 21.07 21.25 21.47 19.30 21.06 22.60 22.59 20.36 20.95 18.84 6.02 6.02 5.03 19.79 23.14 20.34 20.15 23.14 20.15 20.39 20.16 20.20 18.14 24.42 19.40 21.16 21.37 55.01 52.10 49.00 48.76 57.16 22.00 0.00 64.08 27.17 20.63 20.58 26.29 78.00 56.82 77.99 56.75 37.54 58.94 49.40 50.23 51.93 51.19 61.40 26.76 23.42 58.49 60.35 57.80
22.71 42.23 21.29 21.06 21.04 21.31 21.01 24.33 24.35 23.48 22.29 21.62 21.11 18.96 21.10 19.14 21.06 21.38 21.40 21.35 20.33 22.43 22.52 21.38 22.52 22.52 21.37 21.39 19.24 21.05 22.56 22.56 20.39 20.90 18.79 6.37 6.37 5.03 19.72 23.21 20.38 20.12 23.21 20.12 20.43 20.14 20.21 18.14 24.48 19.49 21.31 21.48 55.72 46.71 48.76 47.50 57.16 38.91 0.00 64.08 28.72 20.66 20.65 25.41 78.00 78.00 78.00 78.00 77.99 57.01 51.93 51.19 53.80 57.28 61.40 30.38 78.00 58.35 60.68 60.68
0.07 0.00 0.01 0.00 0.01 0.03 0.03 0.03 0.02 0.04 0.06 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.02 0.28 0.00 0.01 0.00 0.00 0.00 0.01 0.02 0.00 0.00 0.33 0.68 0.11 0.07 0.00 0.09 0.11 0.02 0.01 0.03 0.02 0.01 0.03 0.01 0.01 0.00 0.02 0.03 0.02 0.09 0.35 0.26 10.86 40.28 47.44 44.06 1.69 0.02 0.65 0.66 4.75 0.33 0.38 0.43 6.05 17.79 3.73 0.01 23.00 31.58 19.09 31.79 22.97 35.13 29.34 25.13 5.88 11.40 48.53 22.97
4.69 4.59 9.06 9.06 8.90 8.96 2.79 4.76 9.52 8.64 9.50 0.53 2.06 1.01 9.89 7.02 9.44 9.12 13.63 5.89 9.98 3.51 7.22 6.03 0.11 0.11 11.63 11.27 6.19 6.08 12.83 9.88 8.00 8.14 1.76 1.52 2.39 1.93 7.56 9.79 1.77 2.26 8.88 5.24 5.67 4.75 2.96 1.57 3.33 4.63 12.02 10.78 24.41 17.47 31.54 29.60 14.36 1.43 0.00 8.75 11.41 10.72 11.20 13.05 17.25 14.02 7.24 1.98 19.23 35.73 23.89 26.19 27.02 26.74 28.27 16.33 9.84 28.84 16.77 27.99
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U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271
59.84 57.66 59.75 55.59 56.13 21.73 57.70 59.96 57.67 52.66 52.64 45.83 59.65 40.42 44.53 45.77 46.78 53.78 49.15 41.15 41.12 30.49 27.13 22.18 30.89 30.42 38.71 26.34 55.58 25.99 26.14 34.75 53.52 45.76 43.90 49.07 36.78 38.26 55.58 43.09 33.32 43.15 61.66 59.79 61.68 54.23 50.14 53.78 56.99 52.23 55.64 61.96 66.86 41.69 52.90 39.71 58.98 44.88 37.73 59.17 59.53 55.73 60.41 55.49 48.68 53.66 48.31 60.68 52.45 41.49 38.21 55.29 59.64 12.51 12.83 17.06 20.92 47.17 48.46 50.80
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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61.96 60.69 59.75 59.46 56.13 22.30 60.00 59.96 59.99 60.53 52.65 60.57 59.65 45.84 50.76 49.70 51.54 53.79 49.70 46.55 46.36 37.48 30.87 22.18 37.99 31.28 39.23 27.97 55.58 28.43 28.43 38.53 61.47 53.61 48.59 50.26 41.07 41.08 57.60 44.19 36.41 47.71 61.66 59.79 61.68 59.71 55.55 53.80 56.99 52.23 57.57 62.20 66.86 44.54 52.91 42.69 59.34 45.50 52.10 60.36 60.47 56.95 60.47 55.57 52.29 55.66 54.02 60.68 52.55 47.67 45.45 55.29 59.84 13.58 17.25 17.06 20.97 52.76 56.03 54.11
59.87 57.80 59.77 55.61 59.45 22.61 57.74 59.96 57.74 52.69 60.56 45.83 62.38 50.74 49.66 51.55 53.82 60.56 49.46 51.08 47.69 30.87 31.26 23.12 31.27 39.81 39.81 27.60 57.60 27.58 27.45 36.67 53.62 48.60 50.27 59.48 38.99 41.74 55.58 51.68 41.72 45.95 61.68 61.68 61.68 55.61 53.78 61.65 61.55 78.00 55.65 62.05 66.86 52.91 61.67 45.89 63.70 58.38 38.97 59.34 59.79 57.49 60.56 60.45 55.57 55.35 52.30 60.69 60.48 43.18 42.09 57.59 60.12 12.65 12.97 78.00 59.19 56.05 54.10 59.13
55.90 35.68 35.03 36.04 29.59 38.33 34.62 49.40 46.35 52.34 51.42 48.46 0.96 53.94 48.80 40.44 53.42 47.70 50.61 42.01 52.82 52.29 57.77 0.00 55.42 59.84 50.14 50.03 44.27 47.61 51.62 60.44 56.06 48.35 49.47 55.32 41.19 55.45 53.48 58.07 57.02 35.01 58.25 52.77 51.84 53.65 50.74 54.26 52.67 0.00 53.69 44.94 52.16 49.13 54.38 15.39 0.00 58.12 23.16 56.13 56.80 27.98 55.79 52.55 51.57 39.44 45.64 56.91 56.43 9.55 50.55 51.16 58.48 23.96 22.13 0.00 0.00 46.31 45.21 47.06
24.03 36.90 37.76 40.01 32.30 19.51 18.44 41.51 37.04 20.93 17.42 24.24 10.61 27.74 34.10 29.18 28.95 29.26 34.61 17.86 23.05 24.64 20.71 0.53 25.96 22.88 30.24 4.53 35.52 5.02 14.53 22.74 38.26 29.64 31.15 32.09 8.22 26.73 41.28 27.90 24.18 15.99 35.44 19.63 37.94 33.47 34.72 33.87 33.57 5.70 38.20 18.78 34.10 33.85 34.14 10.54 9.05 15.09 11.19 44.21 34.91 34.51 28.62 30.85 30.30 34.84 28.67 42.87 31.38 19.57 32.66 17.98 25.58 10.24 12.39 0.12 0.27 20.39 17.97 35.24
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U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419
54.69 54.69 52.98 46.29 42.03 37.59 52.99 37.82 43.02 51.14 52.89 48.79 46.49 45.78 42.34 61.35 34.38 43.54 38.03 23.65 22.21 23.34 18.51 18.45 18.11 18.14 22.33 26.60 54.50 47.44 36.75 42.29 62.26 44.34 33.18 52.56 46.23 32.35 44.00 59.16 46.60 54.80 22.91 22.13 32.32 58.89 49.10 42.81 57.57 38.77 55.36 36.92 60.39 24.50 42.43 45.93 60.85 53.82 52.22 52.98 51.18 60.42 60.24 20.64 59.62 50.95 50.47 47.17 59.75 60.16 43.69 40.19 38.36 38.56 51.90 45.87 62.14 14.49 47.47 61.93
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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54.69 57.62 57.59 60.29 60.31 42.04 52.99 46.32 46.37 51.16 60.29 52.92 49.96 54.33 48.75 61.56 48.09 48.07 43.51 39.53 27.26 24.17 19.19 18.67 18.67 18.20 24.48 26.60 54.50 47.51 37.63 57.56 62.33 44.41 43.48 59.96 52.59 37.66 57.57 59.67 49.36 54.80 25.45 25.89 41.46 58.89 49.20 60.04 57.57 42.84 61.39 39.49 60.42 24.82 47.46 52.19 60.87 57.89 54.95 52.98 52.98 60.42 60.42 21.37 65.00 60.78 51.02 60.61 61.49 61.74 49.41 47.87 46.02 44.31 62.08 45.90 62.34 14.56 47.48 78.00
57.60 54.69 52.99 46.32 42.04 51.16 57.60 46.37 54.28 60.29 52.92 54.31 54.31 48.76 48.36 61.35 39.52 52.33 49.93 27.26 24.16 25.87 18.79 18.79 18.12 18.55 24.73 60.94 62.33 60.64 58.34 42.30 62.30 62.05 44.40 52.59 52.32 39.48 44.02 59.65 54.80 60.04 24.03 24.03 41.96 58.89 49.12 42.83 57.58 52.33 55.36 55.34 60.43 25.65 48.01 48.01 60.85 54.04 54.03 62.37 58.44 65.00 60.38 21.11 59.62 51.02 59.82 47.27 59.85 60.39 47.89 46.02 44.32 43.56 51.95 62.34 62.25 14.53 53.95 61.93
25.21 31.77 50.01 51.20 46.56 45.77 50.55 43.93 44.33 34.34 54.19 42.81 37.94 45.26 30.03 61.51 59.46 55.05 47.27 61.27 60.30 61.66 61.35 61.47 59.00 58.96 57.18 0.00 0.01 49.44 0.00 39.79 52.93 56.40 0.08 45.10 56.21 59.42 43.50 61.35 18.84 16.71 34.95 52.58 56.01 35.37 3.77 48.52 16.98 46.34 39.32 0.00 49.30 3.84 35.13 36.62 32.15 37.68 26.83 0.00 0.00 0.01 55.87 35.06 60.03 55.99 47.87 55.28 42.21 27.14 0.90 45.45 45.37 34.24 56.73 48.27 59.74 0.59 36.43 18.87
16.08 21.81 35.57 22.37 17.78 10.78 31.88 13.01 13.76 19.41 40.72 33.21 24.64 13.18 16.05 30.89 13.48 19.82 14.93 17.35 15.21 16.74 15.90 2.59 8.27 9.49 17.39 0.72 2.51 24.22 6.00 17.98 28.76 28.46 5.28 26.30 26.21 22.78 19.52 36.43 14.80 12.75 3.91 16.22 7.33 3.18 9.75 19.93 28.75 11.81 25.29 5.09 46.98 3.90 30.24 15.74 38.02 38.00 18.64 3.18 9.45 2.25 26.40 6.55 30.84 38.21 32.13 21.56 34.71 16.45 10.95 20.23 24.61 21.58 35.38 24.22 33.57 4.34 25.94 13.02
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U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569
54.73 22.86 22.34 21.99 21.46 20.83 44.13 44.17 43.04 44.95 30.49 25.86 20.79 53.65 51.96 24.97 30.85 20.64 20.18 21.79 20.85 20.15 19.75 20.80 37.43 23.47 21.23 24.05 58.08 62.54 63.81 63.81 24.37 22.69 39.92 49.59 18.82 0.00 0.00 53.58 62.53 57.17 19.55 52.31 11.03 10.75 3.52 23.44 26.68 35.05 22.32 18.37 22.58 18.39 18.48 18.35 18.52 62.00 22.82 61.39 60.71 21.63 60.79 50.13 61.95 44.38 63.42 20.56 7.84 7.84 61.95 49.21 56.52 49.14 42.23 54.77 47.96 59.61 29.74 31.03
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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54.73 23.56 23.50 23.15 23.02 22.57 52.54 44.17 43.04 44.95 33.62 29.22 21.51 53.65 51.97 25.66 38.98 21.29 21.29 25.32 21.35 20.79 19.80 21.05 37.43 23.50 22.94 24.05 58.08 62.54 63.81 63.95 24.44 22.72 41.69 49.59 22.15 0.00 0.02 53.58 62.54 57.18 24.58 52.34 11.03 11.03 3.58 23.84 26.96 35.83 22.53 19.86 22.59 18.48 18.52 18.36 18.52 62.00 22.87 61.39 60.71 21.63 60.79 50.13 62.02 50.50 63.42 20.56 7.84 7.84 61.95 51.68 56.52 59.61 49.13 62.01 47.96 59.61 37.15 35.75
54.73 23.50 23.15 23.02 22.57 22.05 44.13 56.33 56.46 56.33 44.92 31.35 25.36 56.47 58.54 36.78 43.03 34.00 23.03 23.06 23.71 20.61 27.08 22.37 56.78 26.26 21.54 54.69 59.40 62.54 63.95 63.81 24.66 26.26 52.91 57.05 21.16 0.01 1.19 58.94 62.53 58.89 22.09 56.50 56.89 13.64 30.00 23.58 41.00 35.29 22.82 18.38 22.60 21.28 18.49 18.47 18.54 62.01 57.01 62.76 61.09 78.00 62.47 54.41 61.95 45.52 63.42 78.00 60.64 46.00 62.01 54.98 60.79 49.14 47.96 54.79 59.61 59.61 35.74 38.22
22.92 4.72 6.51 9.23 26.87 26.57 40.48 28.30 2.95 0.14 0.41 11.84 0.22 0.00 0.03 0.11 0.31 0.18 2.14 8.92 2.62 1.67 0.00 0.09 0.60 0.00 0.36 0.15 28.88 3.64 52.09 29.13 0.99 0.00 37.79 3.12 58.36 58.36 58.93 0.00 40.68 0.02 58.95 0.00 0.00 19.62 0.00 18.04 1.34 42.90 0.00 25.73 18.52 0.04 20.11 20.49 20.71 39.20 0.00 37.17 2.51 16.10 2.91 0.01 35.79 0.00 49.92 1.15 0.00 0.00 21.88 0.00 0.00 47.30 33.17 56.08 42.96 42.77 29.43 24.29
25.94 5.50 5.69 6.78 19.15 18.69 34.98 23.58 16.10 5.15 3.72 4.33 0.61 8.25 5.94 2.97 13.52 0.51 0.24 0.91 2.06 1.84 0.65 5.08 2.44 0.07 20.88 1.07 33.20 15.74 49.80 32.52 0.45 0.04 10.91 7.17 11.49 0.00 0.00 9.22 35.54 9.38 13.14 12.71 0.58 3.74 0.09 10.24 1.19 27.74 0.07 7.00 11.53 1.72 14.58 2.38 2.41 32.56 1.17 27.29 3.27 15.62 3.54 11.18 24.48 9.29 24.64 1.15 0.00 0.00 20.25 14.38 1.47 33.90 23.08 16.19 22.45 41.91 18.34 17.37
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 59 of 62
U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW
36.84 53.34 8.70 8.51 16.11 38.45 50.45 44.00 47.91 41.81 28.56 57.59 39.14 39.15 36.50 50.95 57.59 57.58 52.02 23.21 23.60 23.47 34.22 59.96 64.06 60.94 60.94 51.60 45.64 40.44 46.73 23.70 10.09 10.08 10.23 60.03 10.23 10.25 24.65 24.91 25.33 25.75 25.77 24.94 24.97 25.57 18.14 49.42 3.93 4.79 5.60 5.48 2.71 2.82 43.38 6.58 7.95 64.74 62.03 61.92 57.34 55.33 62.71 62.68 49.38 60.68 43.32 33.28 62.81 63.75 47.21 56.97 42.71 59.03 31.82 61.44 61.37 24.65 56.29 61.33
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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38.21 57.11 8.70 8.70 16.11 42.30 50.45 44.01 48.27 53.36 29.07 57.59 39.15 39.15 45.13 52.27 57.59 57.58 52.77 25.29 25.71 25.40 42.31 59.96 64.06 78.00 60.94 58.49 51.62 48.67 46.73 24.61 10.09 10.09 10.25 60.04 10.29 10.28 25.04 25.22 25.40 25.79 25.77 25.42 25.57 26.37 18.14 60.03 5.82 6.36 6.24 5.51 3.20 3.08 49.44 9.18 11.92 64.74 62.17 62.05 57.38 57.58 62.75 62.74 51.15 60.69 50.00 33.28 62.86 63.77 52.03 58.50 48.26 59.04 35.11 61.78 61.49 24.70 56.30 61.33
57.10 55.42 62.18 14.06 78.00 50.45 57.59 57.57 53.36 42.28 58.49 57.59 57.57 57.59 39.42 59.09 57.59 57.59 52.58 25.71 25.40 42.31 42.13 59.96 64.06 60.94 60.94 51.61 48.66 46.74 58.50 25.46 10.10 10.09 10.24 60.03 10.25 10.29 25.22 25.40 25.79 25.77 78.00 25.79 25.42 25.57 78.00 49.43 8.19 4.96 5.71 5.50 3.04 5.22 49.99 7.69 8.44 65.26 62.15 62.12 57.57 55.40 62.76 62.75 55.30 60.68 48.25 58.82 62.86 63.76 52.49 59.04 48.78 60.68 44.79 61.49 61.78 24.78 56.30 61.33
2.31 21.20 0.00 0.00 0.00 39.66 40.51 38.93 10.74 40.53 0.00 49.31 47.83 51.45 18.40 46.21 49.49 42.48 28.77 35.85 27.03 0.00 45.61 48.32 51.35 19.51 24.66 46.81 17.41 42.41 43.24 15.49 10.19 21.85 37.69 40.95 40.42 24.93 25.35 23.01 27.53 21.72 2.45 49.82 25.94 26.87 1.66 46.08 59.10 59.00 59.33 41.33 53.99 58.48 44.28 59.55 59.15 1.41 35.16 57.36 20.74 38.85 60.70 59.94 21.89 38.76 37.11 0.00 46.74 19.02 13.06 31.89 39.30 19.40 26.40 32.18 37.82 16.90 52.58 41.37
11.35 29.24 0.05 0.26 0.05 17.05 28.74 20.36 16.04 33.40 2.69 21.79 20.42 21.82 10.81 34.27 28.78 38.83 27.71 16.94 9.73 1.27 27.99 32.40 51.58 17.34 4.69 21.27 14.61 26.54 27.43 4.75 8.60 8.90 9.12 32.43 9.52 7.77 22.33 20.12 22.60 18.57 2.36 22.24 21.98 23.12 1.56 40.58 1.49 3.01 5.05 3.97 0.34 1.45 30.18 3.64 4.30 4.26 31.76 40.87 19.23 25.37 23.15 18.09 22.47 22.65 29.88 1.23 38.21 20.34 17.97 35.32 30.15 29.97 21.93 37.73 35.92 11.93 12.82 25.74
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 60 of 62
U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879
61.37 5.17 5.61 44.66 8.06 8.11 9.39 8.39 7.53 43.91 6.69 4.12 3.74 2.89 2.79 2.82 45.52 3.79 3.93 3.93 1.61 0.59 0.22 46.99 0.00 0.00 0.34 20.05 14.50 15.26 16.32 14.59 22.55 54.83 21.74 17.84 18.95 51.33 20.67 17.03 17.03 24.13 49.89 21.54 17.53 18.37 19.70 52.59 21.70 16.46 26.89 55.35 48.10 61.63 53.29 53.60 49.00 63.99 18.44 19.11 58.81 57.58 57.57 46.27 48.27 46.55 44.88 56.10 56.33 56.33 62.11 67.19 66.72 0.00 65.12 54.39 12.17 13.90 6.32 7.60
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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62.76 5.25 6.22 48.78 9.33 8.74 12.28 9.34 8.37 47.75 8.37 4.27 3.82 3.82 2.96 3.05 50.63 4.26 4.30 4.87 1.84 0.67 0.59 50.58 0.22 0.00 0.34 20.08 15.40 15.89 16.45 14.88 24.10 54.83 21.74 18.82 19.78 53.59 20.70 17.66 17.83 24.24 56.25 21.55 18.48 19.41 20.19 52.64 21.73 17.31 27.05 55.35 50.17 61.63 61.63 53.60 53.81 63.99 19.69 19.32 59.90 57.60 57.58 50.11 51.64 50.06 49.85 56.12 56.33 56.33 62.18 67.19 66.72 0.00 65.12 55.10 12.17 13.90 8.33 8.71
61.37 5.17 5.90 50.63 8.63 8.81 11.70 10.34 9.27 50.64 8.10 6.84 4.17 2.94 2.95 3.26 50.58 4.25 5.57 4.59 1.61 0.59 0.22 53.55 0.00 0.00 22.55 22.59 15.90 16.44 17.72 15.11 22.55 59.29 24.12 19.78 20.69 56.25 22.37 17.82 17.82 24.14 52.67 24.21 19.41 20.19 21.71 59.94 22.54 16.64 32.53 57.65 52.91 62.08 53.60 62.08 52.64 63.99 18.67 19.48 58.97 57.58 57.58 49.11 50.06 49.85 48.10 56.11 56.40 57.57 62.21 78.00 78.00 78.00 78.00 55.66 78.00 58.55 8.71 19.91
34.08 46.09 55.01 35.03 59.20 52.29 60.55 60.94 61.88 14.47 57.38 59.12 59.39 58.72 59.51 55.99 37.74 46.06 43.32 36.87 20.70 12.70 20.34 38.03 18.47 3.22 62.76 20.87 17.25 21.26 29.96 5.68 60.57 0.00 22.01 20.49 23.33 36.00 27.09 14.38 32.88 50.85 42.57 22.56 22.61 24.93 34.76 43.83 21.09 8.19 0.91 0.00 0.05 40.76 41.22 42.44 23.97 52.32 0.47 0.14 48.87 37.71 34.04 11.32 19.28 25.05 27.23 28.19 0.26 0.00 59.83 1.10 1.80 0.00 0.18 1.90 5.40 7.98 50.88 55.65
30.80 4.99 5.05 31.74 7.22 6.58 2.61 2.50 1.00 11.98 6.07 1.89 1.77 2.79 2.66 2.44 31.97 3.12 2.80 2.32 1.60 0.56 0.22 33.07 0.00 0.00 0.00 14.45 11.59 10.33 10.64 6.48 21.29 10.57 15.70 15.69 14.17 32.03 15.80 10.54 12.31 21.87 32.91 16.52 15.85 14.96 15.82 26.64 15.47 2.94 8.12 6.72 14.11 24.55 30.76 28.69 20.79 31.34 0.06 0.06 41.81 39.86 28.12 18.65 25.41 28.83 29.07 25.31 16.89 6.19 13.80 1.10 1.80 0.00 3.10 16.27 4.64 0.00 4.56 5.01
Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 61 of 62
U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
40.47 13.45 58.55 41.67 59.89 21.77 43.79 59.82 59.87 46.46
45.34 14.01 58.57 47.23 60.00 22.59 49.65 59.96 59.95 51.28
48.22 22.52 58.55 48.23 59.94 22.20 48.16 59.93 59.95 50.23
31.72 0.00 59.43 35.92 43.78 17.40 35.24 43.16 23.28 33.62
25.01 3.38 55.01 17.47 16.76 8.30 16.92 24.94 27.11 27.21
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 15.23 659 8.00 8.00 8.00 2.559 104.16 0.0 100.0 PS-HC1-LEAD 15.23 659 8.00 8.00 8.00 2.559 104.16 0.0 100.0
Analysis begun on: Wed Nov 18 08:39:11 2015 Analysis ended on: Wed Nov 18 08:45:36 2015 Total elapsed time: 00:06:25
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 25 Year 72 Hour Event Page - 62 of 62
--------------------------------------------------------------------US-EPA Storm Water Management Model - Version 5.1 (Build 5.1.007) --------------------------------------------------------------------Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.200 minimum elevation drop minimum elevation drop negative offset -1.200 negative offset -1.200 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit CDT-101 0.001 used for Conduit CDT-103 0.001 used for Conduit CDT-105 0.001 used for Conduit CDT-107 0.001 used for Conduit CDT-109 0.001 used for Conduit CDT-111 0.001 used for Conduit CDT-113 0.001 used for Conduit CDT-115 ignored for Link CDT-121 0.001 used for Conduit CDT-123 0.001 used for Conduit CDT-125 0.001 used for Conduit CDT-173 0.001 used for Conduit CDT-175 0.001 used for Conduit CDT-177 0.001 used for Conduit CDT-181 0.001 used for Conduit CDT-183 0.001 used for Conduit CDT-185 0.001 used for Conduit CDT-187 0.001 used for Conduit CDT-189 0.001 used for Conduit CDT-191 0.001 used for Conduit CDT-193 0.001 used for Conduit CDT-195 0.001 used for Conduit CDT-197 0.001 used for Conduit CDT-199 0.001 used for Conduit CDT-201 0.001 used for Conduit CDT-205 0.001 used for Conduit CDT-207 0.001 used for Conduit CDT-209 0.001 used for Conduit CDT-211 0.001 used for Conduit CDT-213 0.001 used for Conduit CDT-215 ignored for Link CDT-217 0.001 used for Conduit CDT-219 0.001 used for Conduit CDT-221 0.001 used for Conduit CDT-223 0.001 used for Conduit CDT-225 0.001 used for Conduit CDT-227 0.001 used for Conduit CDT-229 0.001 used for Conduit CDT-231 0.001 used for Conduit CDT-233 0.001 used for Conduit CDT-235 ignored for Link CDT-237 0.001 used for Conduit CDT-239 0.001 used for Conduit CDT-241 ignored for Link CDT-243 ignored for Link CDT-245 0.001 used for Conduit CDT-247 0.001 used for Conduit CDT-249 0.001 used for Conduit CDT-251 0.001 used for Conduit CDT-253 0.001 used for Conduit CDT-255 0.001 used for Conduit CDT-257 0.001 used for Conduit CDT-259 0.001 used for Conduit CDT-261 0.001 used for Conduit CDT-263 0.001 used for Conduit CDT-265 0.001 used for Conduit CDT-267 0.001 used for Conduit CDT-269 0.001 used for Conduit CDT-271 0.001 used for Conduit CDT-273 0.001 used for Conduit CDT-275 0.001 used for Conduit CDT-277 0.001 used for Conduit CDT-279 0.001 used for Conduit CDT-281 0.001 used for Conduit CDT-283 0.001 used for Conduit CDT-285 0.001 used for Conduit CDT-287 0.001 used for Conduit CDT-289 0.001 used for Conduit CDT-291 0.001 used for Conduit CDT-293 0.001 used for Conduit CDT-295 0.001 used for Conduit CDT-297 0.001 used for Conduit CDT-299 0.001 used for Conduit CDT-439 0.001 used for Conduit CDT-493
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 1 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.500 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-15 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
CDT-495 CDT-525 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-22 U-220 U-221 U-227 U-228 U-231 U-233 U-237 U-239
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 2 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 03: 03: 03: 04: 04:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 negative offset -0.500 negative offset -1.000 negative offset -1.000 minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-330 ignored for Link U-332 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-391 ignored for Link U-392 ignored for Link U-392 ignored for Link U-394 0.001 used for Conduit 0.001 used for Conduit
U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328
U-335 U-34 U-341 U-344 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-379 U-38 U-382 U-385 U-386 U-388 U-390
U-397 U-398
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 3 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
04: 04: 04: 04: 04: 03: 03: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 03:
minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -0.030 negative offset -0.030 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.060 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop negative offset -1.000
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-408 ignored for Link U-409 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-419 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-614 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit ignored for Link U-633
U-399 U-402 U-404 U-406 U-407
U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-48 U-481 U-483 U-496 U-497 U-498 U-50 U-501 U-513 U-518-NEW U-522 U-523 U-525 U-526 U-527 U-53 U-531 U-534-NEW U-54 U-545 U-55 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-572 U-580 U-583 U-584 U-587 U-589 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-616 U-618 U-62 U-621 U-623 U-624 U-625 U-628 U-629 U-632
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 4 of 63
Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning Warning
03: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04: 04:
negative offset -1.000 minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop minimum elevation drop
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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ignored for Link U-633 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit 0.001 used for Conduit
U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-801
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 5 of 63
Warning 04: minimum elevation drop 0.001 used for Conduit U-804 Warning 04: minimum elevation drop 0.001 used for Conduit U-807 Warning 04: minimum elevation drop 0.001 used for Conduit U-81 Warning 04: minimum elevation drop 0.001 used for Conduit U-810 Warning 04: minimum elevation drop 0.001 used for Conduit U-811 Warning 04: minimum elevation drop 0.001 used for Conduit U-815 Warning 04: minimum elevation drop 0.001 used for Conduit U-816 Warning 04: minimum elevation drop 0.001 used for Conduit U-82 Warning 04: minimum elevation drop 0.001 used for Conduit U-820 Warning 04: minimum elevation drop 0.001 used for Conduit U-823 Warning 04: minimum elevation drop 0.001 used for Conduit U-826 Warning 04: minimum elevation drop 0.001 used for Conduit U-829 Warning 04: minimum elevation drop 0.001 used for Conduit U-83 Warning 04: minimum elevation drop 0.001 used for Conduit U-832 Warning 04: minimum elevation drop 0.001 used for Conduit U-833 Warning 04: minimum elevation drop 0.001 used for Conduit U-834-EAC Warning 03: negative offset -0.388 ignored for Link U-835 Warning 03: negative offset -1.200 ignored for Link U-835 Warning 04: minimum elevation drop 0.001 used for Conduit U-838 Warning 04: minimum elevation drop 0.001 used for Conduit U-839 Warning 04: minimum elevation drop 0.001 used for Conduit U-840 Warning 04: minimum elevation drop 0.001 used for Conduit U-841 Warning 04: minimum elevation drop 0.001 used for Conduit U-842 Warning 04: minimum elevation drop 0.001 used for Conduit U-848 Warning 04: minimum elevation drop 0.001 used for Conduit U-851 Warning 04: minimum elevation drop 0.001 used for Conduit U-852 Warning 04: minimum elevation drop 0.001 used for Conduit U-854 Warning 04: minimum elevation drop 0.001 used for Conduit U-856 Warning 04: minimum elevation drop 0.001 used for Conduit U-858 Warning 04: minimum elevation drop 0.001 used for Conduit U-860 Warning 04: minimum elevation drop 0.001 used for Conduit U-863 Warning 03: negative offset -0.298 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-864 Warning 03: negative offset -0.388 ignored for Link U-865 Warning 04: minimum elevation drop 0.001 used for Conduit U-866 Warning 03: negative offset -0.060 ignored for Link U-869 Warning 04: minimum elevation drop 0.001 used for Conduit U-872 Warning 04: minimum elevation drop 0.001 used for Conduit U-874-NEW Warning 04: minimum elevation drop 0.001 used for Conduit U-878 Warning 04: minimum elevation drop 0.001 used for Conduit U-879 Warning 04: minimum elevation drop 0.001 used for Conduit U-88 Warning 04: minimum elevation drop 0.001 used for Conduit U-885 Warning 04: minimum elevation drop 0.001 used for Conduit U-90 Warning 04: minimum elevation drop 0.001 used for Conduit U-91 Warning 04: minimum elevation drop 0.001 used for Conduit U-92 Warning 04: minimum elevation drop 0.001 used for Conduit U-96 Warning 04: minimum elevation drop 0.001 used for Conduit U-97 Warning 04: minimum elevation drop 0.001 used for Conduit U-98 Warning 04: minimum elevation drop 0.001 used for Conduit U-99 WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator WARNING 10: crest elevation is below downstream invert for regulator Warning 02: maximum depth 10.000 increased for Node J-180A Warning 02: maximum depth 10.000 increased for Node J-195A Warning 02: maximum depth 10.000 increased for Node J-223A Warning 02: maximum depth 8.950 increased for Node J-268
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link Link
WEIR-63 CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-49 CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 6 of 63
Warning Warning Warning Warning Warning Warning Warning Warning
02: 02: 02: 02: 02: 02: 02: 02:
maximum maximum maximum maximum maximum maximum maximum maximum
depth depth depth depth depth depth depth depth
8.950 increased for Node J-284 9.500 increased for Node J-355A 8.950 increased for Node J-444-WEIR 7.950 increased for Node J-692-WEIR 10.000 increased for Node J-745A 10.000 increased for Node J-748A 10.000 increased for Node J-750A 9.500 increased for Node J-902
************************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ************************************************************* ******************** Analysis Options ******************** Flow Units ............... Process Models: Rainfall/Runoff ........ RDII ................... Snowmelt ............... Groundwater ............ Flow Routing ........... Ponding Allowed ........ Water Quality .......... Infiltration Method ...... Flow Routing Method ...... Starting Date ............ Ending Date .............. Antecedent Dry Days ...... Report Time Step ......... Wet Time Step ............ Dry Time Step ............ Routing Time Step ........ Variable Time Step ....... Maximum Trials ........... Head Tolerance ...........
CFS YES NO NO NO YES YES NO CURVE_NUMBER DYNWAVE JAN-01-2002 00:00:00 JAN-04-2002 06:00:00 5.0 00:01:00 00:05:00 00:05:00 4.00 sec YES 5 1.000000 ft
************************** Runoff Quantity Continuity ************************** Total Precipitation ...... Evaporation Loss ......... Infiltration Loss ........ Surface Runoff ........... Final Surface Storage .... Continuity Error (%) .....
Volume acre-feet --------467.152 0.000 52.574 348.706 66.114 -0.052
Depth inches ------13.590 0.000 1.529 10.144 1.923
************************** Flow Routing Continuity ************************** Dry Weather Inflow ....... Wet Weather Inflow ....... Groundwater Inflow ....... RDII Inflow .............. External Inflow .......... External Outflow ......... Internal Outflow ......... Evaporation Loss ......... Exfiltration Loss ........ Initial Stored Volume .... Final Stored Volume ...... Continuity Error (%) .....
Volume acre-feet --------0.000 348.171 0.000 0.000 0.000 261.368 0.000 0.000 0.000 0.033 81.114 1.643
Volume 10^6 gal --------0.000 113.457 0.000 0.000 0.000 85.171 0.000 0.000 0.000 0.011 26.432
***************************** Highest Continuity Errors ***************************** Node J-268-WEIR Node JCT-26-WEIR Node J-566-WEIR Node J-284-WEIR Node J-59A Node J-185A Node J-884 Node J-902
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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-198.99% -163.92% -149.56% -136.42% 45.95% -42.13% -36.66% -34.81%
-0.6611 -1.5811 -3.6786 -1.3305 0.2770 -0.2975 -0.9908 -0.6308
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 7 of 63
Node Node Node Node Node Node Node Node Node Node Node Node
J-314A J-328A JCT-24 J-792 J-54A J-40B J-82 J-180A J-588 JCT-28-WEIR J-741 J-903A
-25.55% 22.78% 22.21% -21.86% 19.86% 19.77% 19.45% -19.24% 18.98% -18.41% 18.38% -17.18%
-0.1637 0.1724 0.5787 -0.2519 0.0981 0.2285 0.2401 -0.1283 0.2381 -0.2537 0.3322 -0.7055 -8.5083 Mgal
******************************* Time-Step Critical Elements ******************************* Link U-346 (10.30%) Link U-837 (4.95%) Link U-300 (4.75%) Link U-193 (3.87%) Link U-155 (3.72%) Link U-295 (2.94%) Link U-262-NEW (2.78%) Link CDT-87 (2.50%) Link U-651 (2.21%) Link U-25 (2.21%) Link U-231 (2.12%) Link U-199 (1.96%) Link U-129 (1.88%) Link U-308A (1.87%) Link U-407 (1.84%) Link U-293 (1.67%) Link U-587 (1.62%) Link U-298 (1.56%) Link U-251 (1.50%) Link U-599 (1.48%)
************************************ Highest Flow Instability Indexes ************************************ Link WEIR-53 (85) Link WA-4-NEW (69) Link U-221 (61) Link WEIR-J-754-STANTECT (61) Link U-11 (57) Link U-25 (56) Link U-112 (55) Link U-725 (51) Link U-386 (50) Link U-204 (49) Link U-15 (48) Link U-392 (47) Link U-531 (43) Link U-407 (43) Link U-841 (42) Link U-242 (41) Link U-22 (41) Link U-572 (41) Link J33A_OUTFALL (40) Link U-685 (40) ***************************** Routing Time Step Summary ***************************** Minimum Time Step : Average Time Step : Maximum Time Step : Percent in Steady State : Average Iterations per Step : Percent Not Converging : Total Steps : Total Iterations :
0.10 sec 0.59 sec 4.00 sec 0.00 4.70 87.50 473018 2222469
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 8 of 63
******************************* Subcatchment Runoff Summary ******************************* -------------------------------------------------------------------------------------------------------Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------SUB-11856 13.59 0.00 0.00 1.47 10.83 0.55 6.47 0.797 SUB-11868 13.59 0.00 0.00 0.95 10.18 0.68 6.12 0.749 SUB-11924 13.59 0.00 0.00 1.68 10.61 0.82 9.79 0.781 SUB-11926 13.59 0.00 0.00 1.68 9.54 1.77 17.18 0.702 SUB-11930 13.59 0.00 0.00 1.68 10.65 0.58 7.05 0.784 SUB-11932 13.59 0.00 0.00 2.15 10.96 0.45 5.96 0.807 SUB-11936 13.59 0.00 0.00 1.22 9.78 0.39 3.95 0.720 SUB-11944 13.59 0.00 0.00 1.68 10.72 1.05 12.83 0.789 SUB-11948 13.59 0.00 0.00 1.68 10.48 0.94 11.00 0.771 SUB-11950 13.59 0.00 0.00 1.34 10.38 0.42 4.58 0.764 SUB-11954 13.59 0.00 0.00 1.68 11.09 0.45 5.93 0.816 SUB-11958 13.59 0.00 0.00 1.68 10.19 1.03 11.42 0.750 SUB-11968 13.59 0.00 0.00 2.18 11.00 0.68 9.30 0.809 SUB-11970 13.59 0.00 0.00 1.48 10.44 0.54 6.20 0.768 SUB-11972 13.59 0.00 0.00 1.68 10.70 0.84 10.18 0.787 SUB-11978 13.59 0.00 0.00 1.68 10.84 0.79 9.91 0.798 SUB-11984 13.59 0.00 0.00 1.67 10.45 0.66 7.63 0.769 SUB-11986 13.59 0.00 0.00 1.61 10.24 0.65 7.37 0.754 SUB-11988 13.59 0.00 0.00 1.64 10.39 1.25 14.36 0.765 SUB-11990 13.59 0.00 0.00 1.67 10.95 0.57 7.24 0.805 SUB-11994 13.59 0.00 0.00 1.68 11.11 0.54 7.03 0.817 SUB-11998 13.59 0.00 0.00 1.67 10.16 1.17 12.87 0.748 SUB-12004 13.59 0.00 0.00 1.68 11.03 0.50 6.40 0.812 SUB-12010 13.59 0.00 0.00 1.68 11.03 0.44 5.65 0.812 SUB-12014 13.59 0.00 0.00 0.95 10.28 0.28 2.51 0.756 SUB-12016 13.59 0.00 0.00 1.68 10.79 0.80 9.92 0.794 SUB-12024 13.59 0.00 0.00 1.66 10.50 0.60 7.03 0.773 SUB-12036 13.59 0.00 0.00 1.65 10.64 0.66 7.89 0.783 SUB-12044 13.59 0.00 0.00 0.95 10.27 0.63 5.70 0.756 SUB-12046 13.59 0.00 0.00 1.68 10.63 0.63 7.55 0.782 SUB-12048 13.59 0.00 0.00 1.53 11.19 0.38 4.75 0.824 SUB-12052 13.59 0.00 0.00 1.67 10.97 0.93 11.87 0.807 SUB-12060 13.59 0.00 0.00 1.68 10.48 0.59 6.89 0.771 SUB-12062 13.59 0.00 0.00 1.68 10.26 0.39 4.40 0.755 SUB-12068 13.59 0.00 0.00 1.67 10.88 0.40 4.96 0.801 SUB-12072 13.59 0.00 0.00 1.68 9.97 1.74 18.43 0.734 SUB-12084 13.59 0.00 0.00 1.68 10.53 1.14 13.51 0.775 SUB-12086 13.59 0.00 0.00 1.68 10.65 1.25 15.10 0.784 SUB-12088 13.59 0.00 0.00 1.68 10.53 1.00 11.82 0.775 SUB-12100 13.59 0.00 0.00 1.68 9.98 0.94 10.01 0.734 SUB-12110 13.59 0.00 0.00 1.68 10.51 0.42 4.96 0.773 SUB-12112 13.59 0.00 0.00 1.68 10.16 0.73 7.99 0.748 SUB-12116 13.59 0.00 0.00 1.68 10.23 0.66 7.36 0.753 SUB-12122 13.59 0.00 0.00 1.68 11.35 0.06 0.82 0.835 SUB-12128 13.59 0.00 0.00 1.68 10.40 0.50 5.81 0.765 SUB-12132 13.59 0.00 0.00 1.68 10.07 0.84 9.03 0.741 SUB-12136 13.59 0.00 0.00 1.68 10.20 0.69 7.62 0.751 SUB-12138 13.59 0.00 0.00 1.68 10.34 0.55 6.31 0.761 SUB-12142 13.59 0.00 0.00 1.68 9.72 1.35 13.57 0.715 SUB-12144 13.59 0.00 0.00 1.68 9.61 1.55 15.27 0.707 SUB-12150 13.59 0.00 0.00 1.68 10.74 0.63 7.79 0.790 SUB-12152 13.59 0.00 0.00 1.68 10.36 0.99 11.31 0.763 SUB-12154 13.59 0.00 0.00 1.68 10.17 1.63 18.00 0.748 SUB-12158 13.59 0.00 0.00 1.68 10.75 0.54 6.65 0.791 SUB-12160 13.59 0.00 0.00 1.68 10.87 1.10 13.81 0.800 SUB-12162 13.59 0.00 0.00 1.68 10.82 0.82 10.14 0.796 SUB-12164 13.59 0.00 0.00 1.68 10.70 0.64 7.83 0.787 SUB-12166 13.59 0.00 0.00 1.68 10.40 0.42 4.85 0.765 SUB-12168 13.59 0.00 0.00 1.68 10.59 0.60 7.20 0.779 SUB-12170 13.59 0.00 0.00 1.67 11.51 0.18 2.59 0.847 SUB-12172 13.59 0.00 0.00 1.68 11.18 0.34 4.53 0.823 SUB-12174 13.59 0.00 0.00 1.68 10.77 0.77 9.47 0.793 SUB-12176 13.59 0.00 0.00 1.68 10.81 0.50 6.24 0.795 SUB-12180 13.59 0.00 0.00 1.68 10.68 0.70 8.54 0.786 SUB-12182 13.59 0.00 0.00 1.68 10.65 0.33 3.96 0.784 SUB-12184 13.59 0.00 0.00 1.68 10.99 0.17 2.12 0.809 SUB-12186 13.59 0.00 0.00 1.68 10.44 0.48 5.51 0.768 SUB-12188 13.59 0.00 0.00 1.68 10.12 0.78 8.48 0.744 SUB-12190 13.59 0.00 0.00 1.68 10.31 0.58 6.56 0.759 SUB-12192 13.59 0.00 0.00 1.68 10.13 0.76 8.32 0.746 SUB-12194 13.59 0.00 0.00 1.68 10.84 0.42 5.18 0.797
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SUB-12196 SUB-12198 SUB-12200 SUB-12202 SUB-12204 SUB-12206 SUB-12208 SUB-12210 SUB-12212 SUB-12214 SUB-12216 SUB-12218 SUB-12222 SUB-12224 SUB-12226 SUB-12228 SUB-12230 SUB-12232 SUB-12234 SUB-12238 SUB-12240 SUB-12242 SUB-12244 SUB-12246 SUB-12248 SUB-12250 SUB-12252 SUB-12256 SUB-12258 SUB-12260 SUB-12262 SUB-12264 SUB-12266 SUB-12268 SUB-12272 SUB-12274 SUB-12276 SUB-12278 SUB-12280 SUB-12284 SUB-12286 SUB-12288 SUB-12290 SUB-12292 SUB-12294 SUB-12296 SUB-12300 SUB-12302 SUB-12304 SUB-12306 SUB-12308 SUB-12310 SUB-12312 SUB-12314 SUB-12316 SUB-12318 SUB-12320 SUB-12322 SUB-12324 SUB-12326 SUB-12328 SUB-12330 SUB-12332 SUB-12334 SUB-12336 SUB-12340 SUB-12344 SUB-12346 SUB-12348 SUB-12350 SUB-12352 SUB-12354 SUB-12356 SUB-12358 SUB-12362 SUB-12364 SUB-12366 SUB-12368 SUB-12372 SUB-12374
13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.68 1.68 1.68 1.68 1.68 1.66 1.62 1.68 1.57 1.64 1.36 1.38 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.45 1.87 2.29 1.68 1.68 1.68 1.68 1.68 1.68 1.57 1.68 1.68 1.20 1.68 1.33 1.24 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.60 1.68 1.68 1.63 1.63 1.68 1.68 1.62 1.68 1.68 1.40 1.54 0.32 0.87 0.95
10.33 10.63 10.44 10.11 10.54 10.08 10.55 10.33 10.34 10.05 10.22 10.48 10.46 10.64 10.92 10.84 10.92 10.91 10.64 11.04 11.36 10.25 10.46 10.64 10.63 10.34 9.92 10.73 10.86 10.64 10.92 10.96 10.36 10.50 10.78 10.28 10.12 10.14 9.94 10.09 10.21 10.90 10.51 10.51 10.23 10.68 10.19 9.85 10.31 10.41 10.34 9.38 11.36 9.71 9.95 10.55 10.64 10.09 10.57 11.27 10.56 10.83 11.15 10.51 10.90 10.14 10.41 10.38 10.14 10.16 10.13 10.03 10.30 10.54 11.20 10.97 11.00 7.19 8.06 9.15
0.47 0.52 0.47 0.78 0.40 0.79 0.34 0.56 0.43 0.76 0.32 0.24 0.46 0.33 0.51 0.54 0.19 0.20 0.34 0.46 0.34 0.63 0.45 0.33 0.34 0.55 1.62 0.59 0.64 0.62 0.43 0.55 0.54 0.85 0.85 0.57 0.98 0.78 1.03 0.61 0.60 1.19 0.57 0.68 0.78 0.48 0.95 1.01 0.44 0.93 1.47 1.22 0.17 0.92 0.77 0.99 0.61 0.81 0.84 0.21 0.39 0.23 0.24 0.42 0.20 0.61 0.50 0.52 0.67 0.65 0.76 0.88 0.52 0.40 0.10 0.12 0.13 0.27 0.30 0.77
5.30 6.27 5.47 8.51 4.71 8.57 4.04 6.41 4.89 8.29 3.45 2.66 5.36 4.02 6.44 6.69 2.46 2.48 4.05 5.97 4.71 7.11 5.30 4.01 4.11 6.29 16.99 7.17 8.07 7.46 5.45 6.98 6.18 9.93 10.44 6.38 10.68 8.53 10.86 6.70 6.31 14.75 6.73 8.04 8.72 5.84 10.58 10.49 5.00 10.71 16.73 12.25 2.37 9.61 8.00 11.68 7.30 8.82 10.02 2.85 4.58 2.91 3.17 4.94 2.53 6.76 5.74 5.94 7.33 7.16 8.35 9.46 5.87 4.76 1.28 1.36 1.64 1.38 2.63 7.02
0.760 0.782 0.768 0.744 0.776 0.741 0.776 0.760 0.761 0.740 0.752 0.771 0.769 0.783 0.804 0.798 0.803 0.803 0.783 0.812 0.836 0.754 0.770 0.783 0.782 0.761 0.730 0.790 0.799 0.783 0.803 0.807 0.762 0.773 0.793 0.756 0.744 0.746 0.732 0.742 0.751 0.802 0.774 0.773 0.753 0.786 0.750 0.725 0.758 0.766 0.761 0.690 0.836 0.715 0.732 0.776 0.783 0.742 0.777 0.829 0.777 0.797 0.821 0.773 0.802 0.746 0.766 0.764 0.746 0.747 0.745 0.738 0.758 0.775 0.824 0.807 0.810 0.529 0.593 0.673
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SUB-12376 SUB-12380 SUB-12382 SUB-12386 SUB-12388 SUB-12394 SUB-12396 SUB-12398 SUB-12400 SUB-12402 SUB-12404 SUB-12408 SUB-12410 SUB-12414 SUB-12418 SUB-12420 SUB-12422 SUB-12424 SUB-12428 SUB-12430 SUB-12432 SUB-12434 SUB-12438 SUB-12442 SUB-12444 SUB-12446 SUB-12448 SUB-12450 SUB-12452 SUB-12454 SUB-12456 SUB-12458 SUB-12460
13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59 13.59
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.94 0.95 0.31 0.34 0.34 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.38 0.39 0.87 1.68 0.92 1.68 1.68 0.33 0.42 1.68 1.68 1.68 1.55 1.57 1.38 0.00
11.27 10.28 8.90 7.85 7.24 9.34 8.18 9.48 9.87 8.39 8.84 7.55 9.09 8.51 8.13 9.19 9.05 7.54 8.37 8.11 10.78 8.73 10.34 11.45 8.40 7.97 10.97 10.64 10.53 10.32 10.56 10.19 11.09
0.48 1.07 0.33 0.29 0.40 0.33 0.79 0.29 0.21 0.68 0.48 1.26 0.40 0.62 0.82 0.37 0.41 0.37 0.24 0.70 0.26 0.50 1.14 0.14 0.28 0.31 0.57 0.33 0.41 0.42 0.30 0.34 0.50
4.35 9.65 1.50 1.48 2.11 3.00 7.19 2.68 1.92 6.16 4.41 11.32 3.64 5.68 7.48 3.37 3.77 2.04 1.31 6.21 3.19 4.48 13.00 1.91 1.32 1.79 7.28 4.03 4.81 4.80 3.54 3.71 5.00
0.829 0.757 0.655 0.577 0.533 0.687 0.602 0.698 0.726 0.618 0.651 0.556 0.669 0.626 0.598 0.676 0.666 0.555 0.616 0.596 0.793 0.642 0.761 0.842 0.618 0.587 0.807 0.783 0.775 0.759 0.777 0.750 0.816
********************** Node Depth Summary ********************** ---------------------------------------------------------------------------------------------Average Maximum Maximum Time of Max Maximum Time of Max Depth Depth Run HGL Occurrence Output HGL Occurrence Node Type Feet Feet Feet days hr:min Feet days hr:min ---------------------------------------------------------------------------------------------J-102 JUNCTION 3.27 8.90 4.34 2 17:18 4.34 2 17:19 J-104 JUNCTION 3.32 8.82 4.26 2 17:31 4.26 2 17:31 J-106 JUNCTION 3.29 8.79 4.23 2 17:35 4.23 2 17:36 J-109 JUNCTION 3.29 8.61 4.05 2 18:33 4.05 2 18:34 J-11 JUNCTION 3.54 8.94 4.38 3 01:52 4.38 3 01:53 J-110 JUNCTION 2.82 8.17 4.05 2 18:32 4.05 2 18:33 J-113 JUNCTION 3.28 8.50 3.94 2 19:08 3.94 2 19:09 J-114 JUNCTION 3.23 8.50 3.94 2 19:10 3.94 2 19:10 J-118 JUNCTION 3.21 8.49 3.93 2 19:13 3.93 2 19:13 J-12 JUNCTION 3.51 8.94 4.38 3 01:56 4.38 3 01:56 J-121 JUNCTION 3.27 8.79 4.23 2 17:35 4.23 2 17:36 J-126 JUNCTION 4.11 7.96 4.40 2 18:10 4.40 2 18:10 J-126A JUNCTION 4.11 7.98 4.42 2 19:38 4.41 2 18:09 J-127 JUNCTION 3.91 7.80 4.24 2 18:26 4.24 2 18:27 J-128 JUNCTION 2.28 7.77 4.21 2 18:27 4.21 2 18:28 J-129 JUNCTION 2.24 7.49 3.93 2 19:15 3.93 2 19:15 J-130 JUNCTION 2.26 7.33 3.77 2 20:16 3.77 2 20:17 J-131 JUNCTION 2.22 7.06 3.50 2 10:47 3.49 3 04:03 J-132 JUNCTION 2.28 7.36 3.80 2 20:18 3.80 2 20:19 J-137 JUNCTION 2.30 7.42 3.86 2 20:23 3.86 2 20:24 J-139 JUNCTION 2.29 7.51 3.95 2 20:26 3.95 2 20:26 J-140 JUNCTION 2.36 7.68 4.12 2 20:22 4.12 2 20:23 J-147 JUNCTION 2.43 7.96 4.40 2 19:39 4.40 2 19:40 J-148 JUNCTION 2.44 8.04 4.48 2 19:09 4.48 2 19:10 J-149 JUNCTION 2.42 8.04 4.48 2 19:09 4.48 2 19:10 J-15 JUNCTION 3.04 8.43 4.37 3 02:11 4.37 3 02:11 J-152 JUNCTION 2.46 8.09 4.53 2 18:36 4.53 2 18:36 J-153 JUNCTION 2.47 8.11 4.55 2 18:29 4.55 2 18:30 J-155 JUNCTION 2.46 8.13 4.57 2 18:28 4.57 2 18:28 J-156 JUNCTION 2.48 8.20 4.64 2 16:44 4.64 2 16:45 J-158 JUNCTION 2.44 8.28 4.72 2 16:15 4.72 2 16:16 J-158A JUNCTION 2.44 8.64 5.08 2 15:47 4.97 2 16:31 J-15A JUNCTION 2.55 7.97 4.41 3 01:20 4.39 3 01:22 J-160 JUNCTION 2.46 8.29 4.73 2 16:16 4.73 2 16:16 J-161 JUNCTION 2.13 6.81 3.25 2 12:55 3.25 2 12:55 J-162 JUNCTION 2.06 7.31 3.75 2 08:13 3.75 2 08:56
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J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.04 1.99 1.95 1.85 1.82 1.85 1.86 1.85 2.50 2.47 2.46 2.93 2.56 2.31 2.30 2.75 2.26 3.22 2.72 2.67 2.67 3.29 3.29 3.37 3.35 2.55 3.30 3.31 3.32 3.28 3.30 3.33 3.22 3.22 7.18 7.03 5.01 4.86 3.35 3.34 3.32 3.34 3.27 3.18 4.31 2.59 3.33 3.40 3.43 3.35 3.34 2.56 3.54 3.57 3.55 3.48 2.56 3.82 3.16 0.98 0.98 3.35 3.83 4.32 1.28 4.38 2.57 0.00 4.36 2.87 2.57 3.12 3.46 3.62 3.70 3.75 0.76 5.01 3.70 3.75
6.64 6.51 6.60 6.37 6.02 6.16 6.46 6.56 8.29 8.29 8.30 8.82 7.93 8.01 9.16 8.57 8.58 8.89 8.40 7.87 7.88 8.40 8.57 8.40 8.31 8.17 8.28 8.29 8.16 8.14 8.15 8.15 8.15 8.76 12.18 11.62 9.64 9.53 8.55 7.93 7.92 7.87 7.82 7.82 8.85 7.91 7.80 7.80 7.80 7.79 7.79 7.92 6.50 6.43 6.37 5.91 8.17 6.57 5.95 6.23 6.57 7.24 7.84 8.95 8.80 8.80 7.89 0.00 8.85 5.40 8.11 5.60 6.36 6.93 7.85 9.89 13.56 8.91 8.35 8.41
3.08 2.95 3.04 2.81 2.46 2.60 2.90 3.00 4.73 4.73 4.74 4.76 4.37 4.45 5.60 4.51 5.02 4.83 4.84 4.31 4.32 4.84 5.01 4.84 4.75 4.61 4.72 4.73 4.60 4.58 4.59 4.59 4.59 5.20 4.49 4.49 4.47 4.47 4.99 4.37 4.36 4.31 4.26 4.26 4.29 4.35 4.24 4.24 4.24 4.23 4.23 4.36 2.94 2.87 2.81 2.35 4.61 3.01 2.39 2.67 3.01 3.68 3.78 4.39 4.24 4.24 4.33 -3.50 4.29 1.84 4.55 2.04 2.80 3.37 4.29 6.33 10.00 4.35 4.29 4.85
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 0 3 2 3 2 2 2 3 3 2 3 3 3
12:24 11:06 11:19 09:41 10:09 10:20 12:23 12:23 16:17 16:05 16:09 16:11 02:10 20:00 18:03 17:02 16:32 14:55 14:36 01:26 01:26 14:54 16:02 16:18 16:35 01:08 16:51 16:39 19:32 19:31 19:28 19:25 19:29 16:34 19:39 19:37 19:34 19:35 19:38 19:37 19:38 19:39 19:40 19:40 00:38 02:17 00:43 00:39 00:37 00:54 00:54 02:16 13:49 13:44 13:34 00:59 01:29 23:31 00:33 00:33 09:17 01:35 01:38 00:19 00:42 00:41 02:09 00:00 00:38 05:31 01:23 08:59 23:08 23:41 00:38 00:37 20:55 00:40 00:39 00:38
3.08 2.95 3.04 2.81 2.46 2.60 2.90 3.00 4.73 4.73 4.74 4.76 4.37 4.45 4.79 4.51 4.89 4.83 4.83 4.31 4.31 4.84 4.91 4.84 4.75 4.51 4.72 4.73 4.60 4.58 4.59 4.59 4.59 4.97 4.49 4.49 4.47 4.47 4.85 4.37 4.36 4.31 4.26 4.26 4.29 4.35 4.24 4.24 4.24 4.23 4.23 4.36 2.94 2.87 2.81 2.35 4.46 3.00 2.39 2.42 3.00 3.68 3.78 4.30 4.23 4.24 4.33 -3.50 4.29 1.84 4.50 2.04 2.80 3.37 4.26 6.07 9.79 4.33 4.29 4.83
2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 0 3 2 3 2 2 2 3 2 2 3 3 3
12:25 09:47 10:05 09:41 10:19 10:52 12:24 12:24 16:17 16:06 16:10 16:12 02:10 20:00 23:57 16:31 16:55 14:56 14:37 01:26 01:25 15:14 16:09 16:18 16:36 01:15 16:51 16:40 19:33 19:32 19:29 19:26 19:29 16:59 19:39 19:37 19:34 19:33 19:55 19:37 19:38 19:40 19:41 19:40 00:38 02:18 00:44 00:39 00:38 00:55 00:55 02:16 13:50 13:44 13:35 01:00 01:13 23:48 00:57 00:07 09:58 01:35 01:38 01:17 01:28 00:41 02:09 00:00 00:39 01:52 01:08 09:38 23:09 23:42 00:43 21:35 23:04 01:33 00:39 00:31
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 12 of 63
J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.74 3.01 3.01 3.03 3.01 3.03 2.98 2.64 3.48 3.71 2.34 2.30 2.58 1.82 1.82 1.83 1.83 1.86 2.58 1.84 1.84 1.86 1.85 1.84 2.60 2.56 2.56 2.56 2.73 2.68 2.67 2.60 2.59 2.27 2.84 2.42 2.36 2.36 4.44 4.44 4.44 4.48 4.48 2.71 2.69 2.07 1.98 1.88 2.55 2.52 2.56 1.83 3.10 2.27 1.77 3.14 3.69 2.69 3.75 3.18 3.23 3.24 2.69 2.68 2.64 2.64 2.66 2.66 3.12 2.68 2.68 2.68 3.22 2.62 2.67 4.21 2.63 2.63 3.62 3.62
8.94 7.92 7.98 7.89 7.88 7.87 7.85 7.88 8.34 8.35 8.31 8.30 7.88 7.78 7.77 7.86 8.04 7.86 8.08 7.91 8.16 7.87 7.89 8.01 7.91 7.86 8.04 7.80 8.02 7.92 7.77 7.57 7.59 7.96 8.43 7.76 7.58 7.59 7.57 7.60 7.98 7.81 8.11 8.34 7.82 8.04 8.08 8.09 8.07 8.08 8.08 8.09 8.59 8.60 8.50 9.59 9.09 8.08 9.09 8.59 8.59 8.61 8.11 7.91 8.84 8.84 8.17 8.15 8.64 8.00 8.14 8.14 8.64 8.13 8.19 9.83 8.55 8.46 9.18 9.09
5.38 4.36 4.42 4.33 4.32 4.31 4.29 4.32 4.28 4.29 4.25 4.24 4.32 4.22 4.21 4.30 4.48 4.30 4.52 4.35 4.60 4.31 4.33 4.45 4.35 4.30 4.48 4.24 4.46 4.36 4.21 4.01 4.03 4.40 4.37 4.20 4.02 4.03 4.01 4.04 4.42 4.25 4.55 4.28 4.26 4.48 4.52 4.53 4.51 4.52 4.52 4.53 4.53 4.54 4.94 4.53 4.53 4.52 4.53 4.53 4.53 4.55 4.55 4.35 5.28 5.28 4.61 4.59 4.58 4.44 4.58 4.58 4.58 4.57 4.63 4.67 4.99 4.90 4.62 4.53
2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 2 2 3 3 3 3 3 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2
22:04 02:16 01:17 01:51 01:40 01:38 01:27 02:06 01:26 01:34 01:37 01:39 01:27 01:44 01:52 02:09 01:29 02:06 01:23 01:34 01:23 02:10 01:35 01:23 02:17 02:01 01:25 01:52 16:42 16:31 00:39 01:17 01:29 19:40 19:02 00:31 01:04 01:10 01:29 00:11 12:43 00:56 23:53 01:08 01:52 20:40 20:39 20:49 20:21 20:40 20:35 20:30 20:35 20:34 20:41 20:30 20:37 20:34 20:34 20:35 20:37 15:11 15:10 01:45 12:48 12:48 15:14 16:31 16:29 01:16 01:23 22:39 16:28 16:26 16:24 16:23 16:31 16:23 16:25 20:18
5.17 4.36 4.41 4.33 4.32 4.31 4.29 4.32 4.28 4.29 4.25 4.24 4.32 4.22 4.21 4.30 4.38 4.30 4.43 4.34 4.42 4.31 4.33 4.40 4.35 4.30 4.41 4.24 4.46 4.36 4.21 4.01 4.03 4.40 4.37 4.20 4.02 4.02 4.01 4.04 4.29 4.25 4.38 4.28 4.26 4.48 4.52 4.53 4.51 4.52 4.52 4.53 4.53 4.54 4.88 4.53 4.53 4.52 4.53 4.53 4.53 4.55 4.55 4.35 5.28 5.28 4.61 4.59 4.58 4.41 4.51 4.44 4.58 4.57 4.63 4.67 4.93 4.83 4.62 4.53
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 3 3 3 2 2 3 3 3 3 3 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 3 2 2 2 2 2 2 2 2
01:17 02:16 01:17 01:51 01:40 01:38 01:27 02:07 01:26 01:25 01:37 01:40 02:04 01:45 01:52 02:09 02:03 02:07 01:11 01:35 01:18 02:10 02:09 00:40 02:17 02:01 01:16 01:52 16:43 16:32 00:42 01:18 01:13 19:41 19:02 00:32 01:05 01:35 01:29 01:31 12:44 00:51 18:04 01:30 01:53 20:40 20:40 20:49 20:21 20:41 20:36 20:31 20:35 20:34 20:37 20:30 20:37 20:35 20:35 20:36 20:37 15:11 15:10 01:46 12:48 12:48 15:14 16:31 16:29 01:49 01:30 01:04 16:29 16:27 16:25 16:23 16:31 16:26 16:25 20:18
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J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.63 2.64 2.64 2.64 4.19 2.71 2.79 2.80 2.63 2.76 2.76 5.10 3.14 5.08 3.14 3.16 3.22 3.25 3.23 3.25 3.32 3.28 4.53 3.14 4.16 4.55 4.16 3.25 4.21 3.25 3.45 3.90 3.47 3.53 3.52 3.71 3.27 3.26 3.06 3.52 2.62 3.09 2.62 2.78 2.61 2.87 2.77 2.73 2.71 2.65 2.93 3.10 3.08 3.03 2.56 2.54 2.54 2.54 3.96 3.10 2.54 2.54 2.54 3.30 2.54 2.54 3.83 4.82 5.03 4.99 4.74 4.99 3.83 4.66 3.06 2.91 2.65 2.65 2.98 3.20
7.92 8.09 8.16 8.69 9.45 8.44 8.02 8.05 8.01 8.19 8.63 10.17 8.59 9.99 8.37 8.06 8.09 8.08 8.07 8.07 8.01 8.01 9.02 7.52 9.25 9.52 9.25 7.94 9.40 7.94 8.14 8.57 8.83 8.63 8.64 11.18 9.71 6.53 6.74 9.99 6.36 6.13 6.50 6.55 6.59 6.78 6.59 6.45 6.65 6.51 6.33 6.65 6.94 6.99 7.00 7.12 7.12 7.11 9.51 7.18 7.11 7.11 7.11 7.00 7.10 7.09 9.11 8.07 9.65 9.70 9.74 11.00 9.11 9.72 6.89 6.73 8.02 7.95 6.68 7.12
4.36 4.53 4.60 5.13 4.39 4.88 4.46 4.49 4.45 4.63 5.07 4.63 5.03 4.61 4.81 4.53 4.53 4.52 4.51 4.51 4.45 4.45 3.96 3.96 4.19 4.46 4.19 4.38 4.34 4.38 4.58 4.58 5.27 5.07 5.08 7.62 6.15 2.67 3.18 6.43 2.80 2.57 2.94 2.99 3.03 3.05 3.02 2.89 3.09 2.95 2.77 3.09 3.38 3.43 3.44 3.56 3.56 3.55 4.45 3.47 3.55 3.55 3.55 3.04 3.54 3.53 4.35 4.51 6.09 6.14 6.18 7.44 4.35 6.16 3.33 3.17 4.46 4.39 3.12 3.27
3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 3 2 2 3 2 2 2 3 2 3 2 2 3 3 3 2 2
01:30 20:27 20:37 20:42 22:11 21:20 20:42 20:42 01:28 16:56 20:42 16:30 17:45 16:52 17:54 22:02 22:03 22:04 22:12 22:09 23:23 23:15 22:10 22:09 22:13 13:44 22:13 21:24 22:11 21:26 21:22 21:20 20:41 21:23 21:23 02:14 22:12 12:20 08:22 02:07 11:20 08:31 11:20 08:16 10:47 10:29 06:34 11:25 08:04 09:46 12:16 12:25 23:57 00:07 23:59 20:20 20:20 20:28 01:41 11:33 20:29 20:40 20:41 05:23 20:40 20:39 01:39 23:23 23:57 21:15 00:12 13:08 01:42 22:20 23:54 05:46 01:25 01:24 11:51 09:12
4.36 4.53 4.60 4.96 4.39 4.69 4.46 4.49 4.41 4.63 4.98 4.63 4.91 4.61 4.78 4.53 4.53 4.52 4.51 4.51 4.45 4.45 3.96 3.96 4.19 4.25 4.19 4.38 4.34 4.38 4.58 4.58 5.18 5.07 5.08 7.50 6.15 2.67 3.16 6.42 2.79 2.55 2.93 2.98 3.02 3.05 3.01 2.88 3.09 2.94 2.77 3.09 3.38 3.43 3.44 3.56 3.56 3.55 4.45 3.47 3.55 3.55 3.55 3.00 3.54 3.53 4.35 4.51 6.09 6.14 6.17 6.35 4.35 6.16 3.33 3.10 4.43 4.37 3.12 3.27
3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 1 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 3 2 2 3 2 2 2 2 2 3 2 2 2 3 3 2 1
01:30 20:17 20:38 22:29 22:12 20:42 20:43 20:42 01:17 16:57 20:43 16:31 20:14 16:52 18:04 22:02 22:04 22:05 22:12 22:10 23:23 23:15 22:10 22:11 22:14 13:58 22:14 21:25 22:12 21:27 21:18 21:21 20:42 21:23 21:23 02:14 22:12 12:20 07:48 02:16 11:20 08:31 11:21 08:10 07:26 14:45 06:34 11:26 07:50 10:48 12:16 12:25 23:57 00:07 23:59 20:20 20:20 20:28 01:42 11:33 20:29 20:41 20:42 05:23 20:41 20:40 01:40 23:23 23:58 21:16 21:15 23:16 01:42 22:20 23:54 13:14 01:34 01:25 11:52 20:59
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J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624 J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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3.33 3.74 6.21 5.24 2.82 2.74 2.98 2.48 2.48 4.01 3.95 0.97 1.01 1.84 1.46 2.48 3.75 3.75 3.75 2.67 2.67 3.73 3.20 2.67 2.28 3.82 3.40 2.44 2.44 3.02 3.82 3.82 4.32 4.32 4.32 3.25 3.80 2.04 2.04 2.01 3.82 3.82 3.95 3.71 3.82 2.04 2.02 2.56 2.20 2.50 2.51 2.01 3.82 2.09 2.09 2.09 2.11 2.09 2.70 2.64 2.68 2.65 2.64 2.67 2.76 2.66 2.74 3.15 2.68 2.63 2.69 2.65 2.64 2.65 2.62 2.64 2.64 2.63 2.63 2.64
7.92 8.29 7.13 6.02 6.40 6.32 7.27 8.24 8.34 9.67 9.97 13.56 8.85 13.55 11.56 8.43 8.28 8.55 8.76 6.99 7.03 8.00 7.11 6.57 7.10 9.11 8.10 7.53 7.53 8.01 9.23 9.08 9.05 9.07 9.15 8.24 9.09 6.83 6.83 6.83 9.23 9.21 9.66 9.20 9.09 6.36 6.27 6.56 5.56 6.57 6.58 6.25 9.09 6.92 6.93 6.92 6.57 6.49 7.92 13.56 7.93 7.93 8.32 7.91 7.91 8.10 7.91 8.42 7.92 8.10 7.91 7.90 8.11 13.56 7.92 7.93 8.12 7.94 8.22 7.93
3.89 3.89 -0.82 -0.96 2.84 2.76 3.27 4.68 4.78 4.61 4.91 10.00 4.85 4.92 5.31 4.87 4.72 4.99 5.20 3.43 3.47 4.00 3.05 3.01 3.04 4.35 3.04 3.47 3.47 3.45 4.47 4.32 2.99 3.01 3.09 3.37 3.53 3.27 3.27 3.27 4.47 4.45 4.60 4.45 4.33 2.80 2.71 3.00 2.00 2.51 2.52 2.69 4.33 3.36 3.37 3.36 3.01 2.93 4.36 10.00 4.37 4.37 4.76 4.35 4.35 4.54 4.35 4.36 4.36 4.54 4.35 4.34 4.55 10.00 4.36 4.37 4.56 4.38 4.66 4.37
1 2 2 2 1 1 2 3 2 3 3 2 3 2 2 3 3 2 3 2 2 0 2 2 2 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 3 3 3 3 3 2 3 3 3 2 3 3 2 3 3 3 3 3 3 3
18:31 07:36 10:52 10:43 09:14 20:24 08:46 01:32 23:54 01:35 01:34 20:09 00:44 19:38 19:37 01:07 01:31 23:54 00:01 12:15 12:15 00:00 12:24 12:25 09:43 01:47 09:36 12:56 12:57 12:58 01:29 01:55 12:38 12:29 12:15 13:02 11:50 13:24 13:24 13:24 01:15 01:25 21:24 01:41 01:48 12:40 12:37 10:09 09:37 12:19 12:19 12:35 01:53 13:32 13:24 13:32 13:11 13:00 01:41 03:36 01:36 01:38 01:25 01:47 01:49 15:07 01:50 01:54 01:54 15:08 01:49 01:43 23:52 03:05 02:10 02:10 01:34 02:27 01:16 02:08
3.88 3.89 -0.82 -0.99 2.84 2.75 1.36 4.68 4.68 4.61 4.88 9.94 4.85 4.92 5.30 4.85 4.72 4.72 5.00 3.28 3.07 0.61 3.04 3.00 3.04 4.35 3.04 3.47 3.47 3.45 4.39 4.32 2.99 3.00 2.99 3.37 3.37 3.27 3.27 3.27 4.44 4.40 4.45 4.45 4.33 2.80 2.71 3.00 2.00 2.51 2.52 2.69 4.33 3.36 3.36 3.36 3.01 2.93 4.36 6.90 4.37 4.37 4.60 4.35 4.35 4.54 4.35 4.36 4.36 4.54 4.35 4.34 4.45 6.69 4.36 4.36 4.51 4.38 4.52 4.37
0 2 2 2 1 2 2 3 3 3 3 2 3 2 2 3 3 3 3 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 3 2 2 2 2 2 3 3 3 3 3 3 3 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3
20:56 07:37 10:52 10:43 09:15 07:37 08:46 01:32 01:36 01:36 01:06 20:09 00:44 19:39 19:38 01:08 01:31 01:32 01:23 12:17 12:17 21:01 08:39 12:25 09:44 01:47 09:28 12:57 12:57 12:59 00:53 01:56 12:39 12:33 12:38 13:03 13:00 13:25 13:25 13:25 01:11 01:30 01:42 01:42 01:48 12:41 12:37 10:09 09:38 12:19 12:20 12:35 01:50 13:32 13:32 13:32 13:12 13:00 01:42 04:09 01:37 01:39 00:53 01:48 01:50 15:07 01:51 01:55 01:55 15:09 01:49 01:44 01:24 05:37 02:06 02:11 01:30 01:07 01:05 02:08
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J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.63 3.66 3.65 3.59 2.46 3.59 4.12 4.28 4.28 3.59 2.39 0.79 0.77 0.73 0.69 0.63 0.55 0.19 2.29 1.28 3.55 1.28 1.25 1.25 1.27 1.28 1.29 2.79 2.98 3.03 2.62 2.96 2.94 3.03 2.69 3.12 3.12 3.12 3.18 6.20 2.70 3.94 3.99 3.99 3.92 2.74 4.07 4.05 2.89 4.17 4.17 2.99 4.32 4.70 4.81 4.92 4.63 2.94 1.93 3.85 2.64 3.29 4.60 4.11 2.64 2.64 2.64 2.74 2.68 2.73 2.86 2.82 2.71 2.65 2.67 2.67 2.69 2.65 2.58 2.58
7.92 8.93 8.94 8.94 7.96 8.94 7.56 8.94 8.97 8.94 7.96 6.73 6.59 6.27 6.17 5.93 5.91 3.17 6.56 7.56 9.00 6.85 6.80 6.81 7.05 6.75 6.95 7.73 7.72 7.48 8.10 7.19 7.27 7.28 8.12 7.31 7.48 7.31 7.62 10.78 8.11 9.08 9.07 9.06 9.07 8.15 8.76 8.76 7.77 8.77 8.77 7.75 8.92 9.36 9.66 9.96 9.36 13.58 6.93 8.93 7.92 8.79 9.08 9.72 7.29 7.49 7.24 7.16 8.26 7.00 6.97 6.97 6.97 6.85 13.56 8.26 6.86 6.93 7.11 7.05
4.36 4.37 4.38 4.38 4.40 4.38 3.00 4.38 4.41 4.38 4.40 4.17 4.03 3.71 3.61 3.37 3.35 0.61 4.00 4.00 4.44 3.29 3.24 3.25 3.49 3.19 3.39 4.17 4.16 3.92 4.54 3.63 3.71 3.72 4.56 3.75 3.92 3.75 4.06 7.22 4.55 4.32 4.31 4.30 4.31 4.59 4.00 4.00 4.21 4.01 4.01 4.19 4.01 4.00 4.19 4.39 4.00 10.02 3.37 3.37 4.36 4.23 4.02 4.66 3.73 3.93 3.68 3.60 4.70 3.44 3.41 3.41 3.41 3.29 10.00 4.70 3.30 3.37 3.55 3.49
3 3 3 3 2 3 2 3 2 3 2 2 2 2 2 2 2 2 0 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 3 3 2 3 3 3 3 3 3 2 3 3 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2
02:10 02:07 02:02 01:54 19:38 01:55 11:29 01:50 21:24 01:56 19:39 13:37 13:30 12:55 12:17 12:19 12:20 21:00 00:00 10:42 01:41 11:51 11:35 11:38 11:13 11:35 12:31 16:43 16:38 14:47 15:09 13:35 12:56 12:52 15:09 12:02 12:04 12:02 11:56 11:52 15:08 01:51 01:14 01:22 01:16 19:10 01:38 01:38 23:57 00:47 01:37 01:18 01:38 01:36 01:20 23:17 01:36 01:02 13:01 12:59 01:31 17:35 22:16 01:35 12:08 13:10 12:57 12:58 14:53 12:51 12:47 12:45 12:39 08:26 10:00 14:53 11:43 12:47 12:36 12:46
4.36 4.37 4.38 4.38 4.40 4.38 3.00 4.38 4.38 4.38 4.40 4.17 4.03 3.71 3.61 3.37 3.35 0.60 0.61 4.00 4.44 3.29 1.49 0.96 3.49 3.19 3.39 4.17 4.16 3.92 4.54 3.63 3.71 3.72 4.56 3.75 3.81 3.75 4.06 7.20 4.55 4.32 4.31 4.30 4.31 4.42 4.00 4.00 4.04 4.01 4.00 4.04 4.01 4.00 4.19 4.39 4.00 10.00 3.37 3.37 4.36 4.23 4.02 4.65 3.73 3.80 3.68 3.60 4.70 3.44 3.41 3.41 3.41 3.29 7.23 4.70 3.30 3.37 3.55 3.49
3 3 3 3 2 3 2 3 3 3 2 2 2 2 2 2 2 2 1 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 2 3 3 3 3 3 3 3 3 3 2 3 3 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2
02:10 02:08 02:03 01:55 19:39 01:55 11:30 01:50 01:50 01:56 19:39 13:38 13:31 12:55 12:17 12:20 12:20 21:00 21:02 08:28 01:42 11:43 11:52 11:45 09:45 11:07 12:31 16:43 16:38 14:48 15:10 13:36 12:57 12:52 15:09 12:03 12:37 12:03 11:56 11:52 15:09 01:51 01:15 01:22 01:16 18:04 01:38 01:38 01:13 00:47 01:37 01:07 01:38 01:37 01:21 23:17 01:37 03:58 13:02 13:00 01:31 17:35 22:16 01:35 12:08 12:11 12:57 12:59 14:53 12:51 12:47 12:46 12:40 08:50 02:53 14:53 11:53 12:48 12:37 12:47
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J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2.61 2.64 2.72 2.69 2.67 1.50 3.19 2.80 1.50 1.51 1.46 1.44 1.45 1.47 1.47 1.48 3.28 1.49 1.55 1.54 3.21 1.54 1.53 1.22 3.21 3.26 1.21 1.20 1.19 1.17 1.17 5.75 0.43 0.45 0.47 0.48 2.78 0.49 3.23 2.78 3.83 3.40 3.44 5.38 3.35 2.67 2.66 2.65 2.65 2.64 2.64 2.63 2.63 3.88 3.85 2.98 3.26 3.27 2.75 2.76 2.85 2.60 2.60 2.30 2.32 2.63 1.59 2.73 3.51 2.34 4.49 4.19 1.10 3.17 0.51 3.53 1.28 0.28 3.68 4.59
6.97 6.90 6.87 6.91 6.87 7.05 7.05 8.26 6.80 6.80 6.70 6.69 6.70 6.74 6.78 6.79 8.84 6.82 6.87 6.86 8.83 6.85 6.84 6.26 14.06 8.83 6.12 6.06 6.04 6.60 6.29 7.61 2.22 2.83 3.74 4.01 8.49 5.28 7.06 8.43 6.28 8.23 5.84 7.89 6.00 7.92 7.93 7.96 7.96 7.98 8.03 7.94 8.27 9.58 8.40 13.59 7.56 7.60 9.50 6.54 8.00 8.13 13.59 8.18 7.62 7.03 7.60 8.41 8.94 7.92 6.29 8.74 8.29 7.06 6.56 8.94 4.66 4.60 5.05 7.72
3.41 3.34 3.31 3.35 3.31 3.45 3.45 4.70 3.20 3.20 3.10 3.09 3.10 3.14 3.18 3.19 4.78 3.22 3.27 3.26 4.77 3.25 3.24 2.66 10.00 4.77 2.52 2.46 2.44 3.00 2.69 -1.39 -1.38 -0.77 0.14 0.41 4.43 1.68 3.50 4.37 2.22 4.67 2.28 2.33 2.44 4.36 4.37 4.40 4.40 4.42 4.47 4.38 4.71 5.12 4.03 10.03 4.00 4.04 6.00 3.04 4.00 4.57 10.03 4.62 4.06 3.47 6.24 4.35 4.38 4.36 2.73 2.80 2.80 3.00 3.00 4.38 1.10 1.04 1.49 4.16
2 2 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 3 3 3 3 3 3 3 2 2 3 2 2 2 2 2 0 3 2 2 2 2 3 2 3 2 2 2 2 2 2 3 2 2 2 2
12:47 12:41 16:32 12:19 12:34 02:53 06:34 14:55 17:06 17:07 16:23 16:19 16:19 16:17 16:12 16:11 16:10 16:06 17:42 17:36 16:12 17:33 17:22 13:17 11:19 16:13 13:38 13:46 11:48 11:51 11:51 12:21 12:21 12:19 12:17 12:15 17:04 12:14 04:31 17:16 12:45 02:31 12:41 12:34 21:06 01:35 01:35 01:08 01:08 00:06 00:05 01:31 23:54 12:42 01:14 21:37 12:15 12:28 11:13 11:01 20:28 00:03 21:34 12:36 14:02 09:37 02:15 17:17 01:51 17:26 23:19 12:25 12:25 12:24 12:16 01:50 12:15 12:15 12:15 12:01
3.41 3.34 3.31 3.35 3.31 3.44 3.44 4.70 3.20 3.20 3.10 3.09 3.10 3.14 3.18 3.19 4.78 3.22 3.27 3.26 4.77 3.25 3.24 2.66 7.15 4.77 2.52 2.46 2.44 3.00 2.69 -1.48 -1.40 -0.82 0.09 0.41 4.43 1.68 3.50 4.37 2.22 4.67 2.28 2.32 2.35 4.36 4.37 4.39 4.40 4.41 4.47 4.38 4.62 4.10 4.01 10.02 4.00 4.04 6.00 3.04 1.48 4.52 10.00 4.62 4.05 3.46 6.22 4.35 4.38 4.36 2.48 2.80 2.80 3.00 2.94 4.38 1.04 0.93 1.49 4.15
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 2 3 3 2 2 2 1 2 1 2 3 2 2 2 3 2 3 2 2 2 2 2 2 3 2 2 2 2
12:47 12:41 11:53 12:19 12:35 11:39 09:11 14:55 17:07 17:08 16:23 16:20 16:20 16:18 16:13 16:12 16:11 16:07 17:43 17:37 16:12 17:34 17:23 13:18 03:54 16:13 13:39 13:46 01:47 11:29 11:51 12:20 12:21 12:21 12:15 12:15 17:05 12:15 08:01 17:16 12:46 06:51 12:41 12:34 23:20 01:35 01:35 01:09 01:08 00:06 00:05 01:31 23:05 01:04 01:14 22:57 12:16 12:29 09:23 10:38 21:21 23:32 03:58 12:46 13:54 11:41 02:15 17:17 01:51 17:27 17:09 12:25 12:25 12:17 12:23 01:50 12:15 12:14 12:15 13:10
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JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
3.72 3.73 3.73 3.73 0.00 0.00 3.73 3.73 0.00 5.22 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 3.73 2.29 3.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.52 1.61 1.62 0.00 6.37
8.28 4.60 4.60 4.60 0.00 0.00 4.60 4.60 0.00 6.10 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 3.16 4.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.50 2.79 2.95 0.00 14.51
4.28 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.29 1.45 -1.00 -1.49
3 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
00:36 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:51 12:15 12:15 00:00 12:22
4.27 0.60 0.60 0.60 -1.00 -1.00 0.60 0.60 -4.00 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 -1.50 -1.00 -1.00 -1.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 -2.00 -1.00 -1.00 -1.00 -2.56 -1.00 -1.00 -2.50 -1.00 -1.00 -1.00 -1.00 -1.00 -1.00 4.00 1.29 1.45 -1.00 -1.49
3 1 1 1 0 0 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 0 2
00:36 21:00 21:00 21:00 00:00 00:00 21:00 21:00 00:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 21:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 00:00 11:52 12:15 12:15 00:00 12:22
*********************** Node Inflow Summary *********************** ------------------------------------------------------------------------------------------------Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal gal or % ------------------------------------------------------------------------------------------------J-102 JUNCTION 0.00 10.01 2 10:26 0 3.27 -3.803 J-104 JUNCTION 6.18 8.85 2 11:20 0.54 2.85 15.286 J-106 JUNCTION 0.00 11.66 2 11:12 0 1.36 8.919 J-109 JUNCTION 0.00 14.33 2 09:45 0 3.98 10.610 J-11 JUNCTION 0.00 11.30 2 11:58 0 3.39 8.424 J-110 JUNCTION 7.17 12.32 2 12:08 0.585 2.22 0.611 J-113 JUNCTION 0.00 11.36 2 11:58 0 3.53 8.455 J-114 JUNCTION 0.00 12.67 2 09:54 0 3.65 1.138 J-118 JUNCTION 0.00 15.28 2 11:58 0 3.92 0.539 J-12 JUNCTION 0.00 11.36 2 10:59 0 2.09 0.909 J-121 JUNCTION 6.98 8.08 2 08:57 0.547 0.921 10.580 J-126 JUNCTION 16.99 24.82 2 12:44 1.62 1.91 0.144 J-126A JUNCTION 0.00 14.43 3 01:22 0 0.403 -8.846 J-127 JUNCTION 0.00 6.20 2 09:55 0 1.29 -0.032 J-128 JUNCTION 0.00 8.43 2 09:55 0 1.38 -0.173 J-129 JUNCTION 12.82 14.58 2 12:14 1.05 2.4 -1.220 J-130 JUNCTION 0.00 7.64 2 10:47 0 3.05 2.286 J-131 JUNCTION 0.00 8.13 3 04:35 0 2.59 1.830
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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% % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 18 of 63
J-132 J-137 J-139 J-140 J-147 J-148 J-149 J-15 J-152 J-153 J-155 J-156 J-158 J-158A J-15A J-160 J-161 J-162 J-163 J-164 J-165 J-166 J-167 J-168 J-169 J-170 J-174 J-175 J-176 J-179 J-18 J-180 J-180A J-185 J-185A J-188 J-188A J-191 J-191A J-195 J-195A J-198 J-199 J-19A J-203 J-204 J-206 J-208 J-209 J-212 J-213 J-213A J-217 J-218 J-222 J-223 J-223A J-225 J-226 J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-25A J-260 J-261 J-261-WEIR J-262 J-266
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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9.79 0.00 0.00 0.00 11.67 0.00 0.00 1.91 10.02 0.00 0.00 0.00 17.17 0.00 0.00 0.00 4.58 0.00 2.91 0.00 2.53 4.94 0.00 0.00 3.17 2.85 0.00 0.00 0.00 0.00 6.24 5.45 0.00 9.93 0.00 10.18 0.00 7.24 0.00 0.00 0.00 12.87 0.00 0.00 4.81 0.00 0.00 4.02 7.11 0.00 5.30 0.00 8.07 0.00 0.00 7.45 0.00 0.00 4.71 0.00 5.97 0.00 5.65 0.00 4.01 4.11 7.28 0.00 9.92 8.31 7.03 0.00 9.91 0.00 0.00 0.00 0.00 0.00 0.00 6.40
9.79 3.86 5.17 4.94 11.94 6.97 5.85 18.10 10.02 5.04 5.25 3.93 22.69 19.80 10.17 9.75 7.32 7.96 10.07 7.25 7.27 9.72 13.00 5.81 5.00 3.54 5.78 2.72 10.10 12.17 28.24 16.29 37.00 18.00 21.10 15.50 13.37 54.64 47.46 16.30 15.77 12.87 6.70 23.94 8.14 7.84 6.71 7.69 7.11 5.50 11.76 14.56 8.23 10.42 24.85 41.96 40.08 5.07 5.04 4.45 6.76 9.90 15.25 4.97 7.72 4.98 8.03 16.10 17.69 24.62 7.03 6.06 10.38 5.27 16.72 7.86 53.34 56.40 8.92 8.07
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 2 2 1 1 1 2 1 2 2 2 2 2 2 0 2 0 1 2 2 1 2 2 2 2 3 2 3 2
12:14 08:31 11:18 11:13 12:14 11:24 06:53 11:40 12:14 07:36 09:46 07:22 10:14 10:14 11:42 10:32 01:50 01:48 01:56 02:55 04:40 12:14 12:15 08:36 08:41 10:49 09:20 08:52 07:48 07:07 11:38 11:31 22:53 11:41 21:13 09:50 09:50 12:44 12:44 09:29 09:29 12:14 02:57 11:38 04:22 06:52 05:13 08:36 12:14 08:53 09:54 01:23 12:14 08:10 08:50 08:49 11:57 06:32 21:52 09:11 12:14 06:39 08:57 11:42 05:32 18:29 12:14 23:02 21:36 11:36 12:14 01:31 12:14 07:21 11:36 23:31 00:33 11:52 01:04 03:32
0.817 0 0 0 0.986 0 0 0.138 0.842 0 0 0 1.77 0 0 0 0.385 0 0.234 0 0.2 0.42 0 0 0.24 0.212 0 0 0 0 0.502 0.43 0 0.845 0 0.836 0 0.569 0 0 0 1.17 0 0 0.407 0 0 0.334 0.634 0 0.454 0 0.644 0 0 0.619 0 0 0.344 0 0.461 0 0.437 0 0.332 0.342 0.57 0 0.801 0.759 0.537 0 0.794 0 0 0 0 0 0 0.495
1.81 1.06 1.91 1.93 2.2 1.71 0.296 2 1.65 0.947 0.956 0.991 3.66 1.83 0.396 1.75 2.87 2.89 3.09 3.02 3.19 3.59 3.94 0.839 0.839 0.436 0.607 0.24 1.66 2.94 2.12 1.24 0.667 1.97 0.706 1.45 0.532 2.21 1.77 2.06 1.66 1.89 1.58 0.498 1.8 1.56 1.67 2.67 1.57 1.23 2.24 1.68 1.37 1.79 2.5 4.56 2.02 1.24 1.43 1.27 1.66 3.63 3.65 0.938 0.906 0.729 1.57 1.85 4.73 2.52 0.926 1.46 1.95 1.93 0.647 1.74 3.48 2.69 2.86 3.02
0.921 8.371 4.275 3.088 -1.645 3.175 5.941 1.813 -2.172 5.148 8.204 9.891 0.103 7.521 3.399 2.317 -0.696 1.255 1.493 1.745 1.354 -0.088 1.226 6.388 6.218 9.912 19.424 28.426 0.801 -5.461 1.273 0.568 -16.134 0.907 -29.642 1.651 -10.828 0.466 -10.309 0.570 4.440 5.847 7.065 -10.394 -3.435 1.753 6.454 -1.925 14.206 10.905 0.441 21.211 -15.251 -2.588 -2.647 0.082 3.172 7.872 5.008 11.298 4.549 3.298 18.898 5.734 18.135 1.584 3.034 4.629 2.389 0.356 -4.421 7.429 -11.878 5.312 -5.914 -0.716 -0.481 -9.416 -0.069 -2.854
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 19 of 63
J-267 J-268 J-268-WEIR J-269 J-27 J-271 J-275 J-278 J-27A J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-288A J-290 J-290A J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-314A J-317 J-31A J-321 J-321A J-323 J-324 J-324A J-327 J-328 J-328A J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-355A J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-380A J-381 J-384 J-385 J-388 J-389 J-393 J-396
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.28 0.00 0.00 0.00 6.56 0.00 0.00 0.00 0.00 0.00 0.00 7.03 0.00 0.00 0.00 0.00 0.00 4.05 0.00 13.00 0.00 0.00 0.00 2.46 0.00 0.00 2.48 0.00 0.00 6.69 6.89 6.44 0.00 6.26 0.00 5.36 0.00 5.18 0.00 0.00 7.89 0.00 0.00 5.30 0.00 0.00 0.00 0.00 0.00 14.35 0.00 14.75 0.00 0.00 7.63 0.00 7.36 0.00 0.00 9.30 0.00 0.00 0.00 0.00 6.31 0.00 0.00 10.85 0.00 0.00 0.00 6.70 0.00 0.00 10.57 0.00 5.84 0.00 0.00 8.53
9.56 31.30 28.64 10.28 25.56 0.00 37.08 7.71 22.06 7.44 7.04 10.30 17.00 160.25 125.43 38.40 25.97 53.80 30.90 22.48 20.70 8.12 8.06 6.89 23.54 2.81 22.36 17.76 11.96 21.72 19.27 9.30 9.28 17.28 15.36 7.19 16.60 6.10 13.13 4.06 12.36 10.86 4.63 37.04 34.53 5.54 3.26 4.82 4.22 18.86 17.28 17.96 7.35 4.51 15.59 11.74 34.25 93.86 90.51 22.12 17.84 16.52 3.31 5.48 7.46 8.85 8.44 11.33 9.43 7.79 26.14 18.98 28.98 13.21 35.07 14.35 20.93 12.86 7.67 8.53
2 3 3 1 2 0 2 3 2 3 3 2 2 2 3 1 2 2 1 2 2 2 1 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
07:53 03:36 01:19 18:28 11:41 00:00 01:43 03:57 11:41 03:30 02:40 12:14 21:34 22:56 00:39 21:49 07:24 21:35 14:06 10:13 10:15 07:32 11:31 05:32 03:40 08:11 03:25 06:13 07:43 07:41 11:38 07:42 11:40 11:47 11:47 12:14 11:38 11:40 01:23 07:48 11:42 00:04 11:01 11:41 11:41 11:59 08:32 09:29 09:31 10:02 10:00 12:14 02:37 11:04 10:39 10:06 12:43 12:44 12:44 11:30 23:54 22:13 11:54 11:02 12:15 11:21 08:00 10:54 11:02 11:28 10:42 11:37 11:37 11:37 11:12 09:20 09:51 09:42 10:00 12:14
0.551 0 0 0 0.578 0 0 0 0 0 0 0.598 0 0 0 0 0 0.337 0 1.14 0 0 0 0.194 0 0 0.196 0 0 0.535 0.589 0.508 0 0.521 0 0.46 0 0.415 0 0 0.656 0 0 0.466 0 0 0 0 0 1.25 0 1.19 0 0 0.655 0 0.654 0 0 0.679 0 0 0 0 0.601 0 0 1.03 0 0 0 0.61 0 0 0.954 0 0.481 0 0 0.778
3.04 5.87 0.332 3.59 1.78 0 5.51 4.75 0.68 4.93 5 5.02 4.84 11.5 0.975 9.54 5.77 10.2 2.75 3.42 1.85 2.07 1.99 2.11 2.32 0.897 5.5 5.17 3.15 3.13 2.36 2.66 3.7 1.48 0.641 2.09 0.873 1.24 0.672 0.835 1.53 0.895 0.645 1.03 0.757 2.35 1.18 1.5 1.44 2.73 2.02 3.91 1.8 1.35 2.23 1.85 1.97 1.99 1.9 1.64 0.714 1.3 1.6 2.52 2.89 2.5 2.15 2.52 1.67 2.54 1.79 3.48 0.534 3.06 4.27 2.74 3.24 1.71 1.32 1.51
0.992 10.427 -66.554 4.737 0.627 0.000 0.561 1.561 7.430 3.075 1.926 -1.586 1.779 -8.446 -57.702 -2.556 -4.908 0.604 -3.518 0.779 0.000 4.947 1.490 2.507 1.953 10.588 -4.027 -0.753 -0.692 -0.167 0.386 0.191 1.061 0.181 -20.348 1.636 -24.225 0.321 -5.430 3.021 0.228 2.133 10.678 0.974 29.501 5.497 11.419 6.304 10.743 0.321 -3.154 -0.288 7.606 9.191 0.364 0.078 1.055 1.198 -8.596 -18.663 -25.533 0.128 9.503 1.503 -0.486 0.144 10.349 1.011 5.871 0.270 2.365 -0.047 -0.013 -0.919 0.479 1.933 14.409 6.240 20.132 8.857
% % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 20 of 63
J-399 J-40 J-402 J-402A J-405 J-407 J-409 J-40A J-40B J-40C J-410 J-412 J-414 J-415 J-415A J-415B J-416 J-417 J-42 J-421 J-422 J-422A J-423 J-423A J-424 J-427 J-42A J-430 J-430A J-431 J-431A J-432 J-432B J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-459A J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-498A J-499 J-5 J-50 J-500 J-505
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 6.41 10.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.73 0.00 0.00 8.04 0.00 0.00 0.00 0.00 4.96 10.49 5.00 0.00 16.73 0.00 0.00 0.00 0.00 10.71 0.00 8.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.82 7.30 0.00 8.00 0.00 0.00 0.00 2.37 0.00 0.00 0.00 0.00 12.24 0.00 0.00 0.00 0.00 0.00 2.04 1.50 0.00 0.00 1.32 1.79 5.96 3.95 0.00 0.00 0.00 4.58 6.20 0.00 0.00 1.48 0.00 3.00 7.48 0.00 0.00 15.10 0.00 0.00 0.00
4.82 43.91 19.24 16.98 5.45 6.36 6.91 13.01 13.01 16.74 6.73 6.77 7.58 28.98 13.37 13.36 8.34 19.75 28.24 12.62 23.92 21.68 31.42 19.54 4.75 4.57 20.50 20.80 21.02 47.94 22.05 11.09 20.15 8.86 9.75 8.49 9.83 10.24 8.57 7.83 32.22 20.41 85.91 88.97 40.91 10.98 20.64 9.43 13.99 26.11 20.89 31.51 31.42 129.45 18.14 13.01 51.74 115.31 72.81 65.93 46.58 32.47 27.06 15.59 17.28 30.91 22.23 19.57 15.71 11.82 18.35 20.05 7.96 20.32 19.66 9.51 28.25 9.71 10.22 11.47
2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 1 2 2 1 3 3 2 2 2 2 2 2 2 2 2 2 2 2 1 3 2 3 2 2 2 2 1 1 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2
10:23 11:41 10:47 10:47 10:07 10:29 10:59 11:41 11:41 01:23 12:14 10:26 10:50 10:36 11:13 11:13 10:06 10:04 08:16 10:24 10:40 10:40 10:32 11:42 10:58 08:26 08:15 09:37 09:37 11:30 11:31 09:06 11:31 08:13 14:46 13:44 21:57 11:59 12:14 11:47 05:37 05:36 13:49 13:53 13:45 08:34 11:41 11:43 07:13 12:17 07:27 07:03 07:07 08:40 12:48 05:21 08:22 02:15 11:11 10:12 09:45 09:45 20:24 20:25 10:37 07:07 09:46 09:46 07:26 01:57 09:58 09:01 11:29 10:57 11:01 08:27 06:59 11:31 10:08 11:54
0 0.563 0.978 0 0 0 0 0 0 0 0.571 0 0 0.683 0 0 0 0 0.395 1.01 0.44 0 1.47 0 0 0 0 0.928 0 0.78 0 0 0 0 0 0 0 0.812 0.606 0 0.769 0 0 0 0.174 0 0 0 0 1.22 0 0 0 0 0 0.366 0.327 0 0 0.275 0.31 0.447 0.385 0 0 0 0.417 0.542 0 0 0.291 0 0.329 0.821 0 0 1.25 0 0 0
1.15 3.04 1.59 0.765 0.949 0.967 0.99 0.728 1.16 0.906 1.57 2.78 1.46 2.68 1.19 0.908 1.39 4.08 2.37 2.48 1.22 0.977 9.12 4.17 1.45 1.48 0.986 2.54 1.24 4.69 1.8 1.75 1.78 1.57 1.62 1.63 1.73 2.28 1.13 2.45 8.94 1.85 6.9 4.89 7.17 2.93 7.33 2.93 2.97 7.84 4.06 6.45 6.7 10.9 1.6 4.15 9.22 9.78 12.8 12 10 8.89 8.62 0.781 1.33 9.14 8.39 8.03 7.67 7.61 10.3 7.38 2.44 1.22 0.338 0.903 6.36 3.17 0.912 0.942
18.429 0.736 0.520 0.554 16.797 18.162 10.537 -3.517 24.647 -8.214 11.319 5.362 6.834 0.382 -9.170 9.874 6.492 -1.508 -0.118 0.862 1.030 -2.756 -0.505 -2.590 8.370 8.507 -2.323 0.053 -12.418 0.223 11.243 15.165 -4.001 13.791 8.414 11.562 5.572 -2.529 -16.778 9.397 0.221 -4.118 0.034 -12.318 0.457 1.344 1.567 0.939 0.420 0.256 0.000 0.286 0.225 -1.122 4.121 9.952 -1.329 -4.215 -5.763 -1.823 -9.848 -7.439 -5.687 2.128 12.226 0.655 -0.609 -2.044 1.112 2.320 4.510 6.124 5.716 0.044 0.883 1.041 -1.286 12.525 2.773 4.488
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 21 of 63
J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-54A J-54B J-550 J-553 J-554 J-555 J-557 J-558 J-559 J-560 J-561 J-563 J-563A J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-571A J-571B J-572A J-572B J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-585B J-588 J-58A J-59 J-591 J-591A J-591B J-596 J-596A J-598 J-598A J-598B J-59A J-59B J-5A J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-611A J-611B J-613 J-615 J-618 J-61A J-623 J-624
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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11.32 0.00 2.51 2.67 0.00 6.12 0.00 2.63 0.00 0.00 8.29 6.47 2.11 0.00 0.00 0.00 1.31 0.00 0.00 6.21 4.96 0.00 3.19 0.00 0.00 7.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.89 0.00 13.51 0.00 0.00 0.00 7.54 10.14 0.00 0.00 0.00 0.00 13.81 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.81 0.00 0.00 4.75 15.26 0.00 0.00 0.00 0.00 4.71 0.00 0.00 8.51
14.24 27.56 13.26 10.77 3.36 9.12 7.52 38.44 96.22 87.84 18.64 9.67 7.94 33.13 15.17 8.59 23.53 30.95 45.32 38.01 13.78 15.56 32.50 30.25 27.89 34.47 29.83 14.50 222.03 212.67 8.70 26.53 25.45 30.67 32.69 19.19 26.48 19.55 20.84 54.79 4.33 7.60 5.56 16.65 4.14 27.12 25.05 5.54 15.36 24.69 32.62 9.82 9.82 2.89 21.89 21.35 15.34 7.18 12.13 14.97 25.80 12.19 5.46 5.72 7.02 8.16 6.88 10.59 6.96 9.14 14.39 30.78 13.50 13.50 4.15 4.81 4.71 47.61 11.58 27.20
2 3 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 0 1 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
11:56 05:30 11:29 11:29 08:56 12:14 06:52 12:19 09:06 08:33 12:03 12:14 10:50 13:15 00:04 10:44 11:51 23:50 06:22 09:18 12:14 10:26 09:14 10:04 12:15 11:33 11:34 07:38 13:06 17:58 11:57 12:19 18:04 12:17 11:39 23:54 23:52 12:15 12:15 00:00 12:24 09:03 09:36 10:06 09:51 08:07 08:07 01:38 10:00 09:31 10:08 10:45 10:45 01:37 10:58 11:42 09:01 11:43 22:24 10:28 09:21 08:18 09:51 10:24 09:03 12:24 12:23 11:36 09:02 11:19 12:24 11:36 11:39 11:39 11:43 09:44 12:14 10:41 11:45 11:52
1.25 0 0.278 0.294 0 0.677 0 0.298 0 0 0.763 0.546 0.398 0 0 0 0.241 0 0 0.701 0.422 0 0.258 0 0 0.634 0 0 0 0 0 0 0 0 1.74 0 0 0 0 0 0 0 0 0.428 0 1.14 0 0 0 0.627 0.816 0 0 0 0 1.1 0 0 0 0 0 0 0 0 0 0 0 0.504 0 0 0.378 1.55 0 0 0 0 0.398 0 0 0.78
2.06 4.12 2.1 2.29 0.0771 2.8 2.17 3.02 1.8 2.3 1.44 0.765 3.02 3.79 0.494 0.471 3.86 5.06 20.9 19.5 14.9 14.9 18.6 18.3 18.5 3.21 2.37 4.89 6.31 2.46 1.62 1.68 1.86 2.17 6.64 2.01 1.42 0.442 0.176 1.63 0.969 1.59 1.62 1.19 1.7 2.41 1.33 1.25 0.389 1.48 2.41 0.276 0.155 0.429 0.898 2.11 0.649 0.468 0.603 0.458 3.26 2.2 0.634 1.32 1.42 2.21 1.55 2.55 2.31 2.49 2.26 2.82 0.655 0.863 1.4 1.32 0.864 2.05 0.86 2.72
1.973 8.642 2.809 1.533 -2.619 -0.085 0.209 0.178 -1.758 0.000 2.250 -0.265 15.184 -3.844 24.784 9.416 -12.599 13.942 0.835 -2.806 -0.254 -0.102 0.233 -0.074 0.050 1.118 0.000 14.153 -9.159 -59.929 0.692 0.757 0.244 0.182 0.139 -0.983 6.783 -0.764 0.000 0.353 5.564 -0.655 12.007 1.333 0.000 0.109 -0.007 23.421 9.839 2.490 0.446 1.278 2.275 28.350 -0.200 0.416 -0.143 0.425 85.004 -1.750 4.312 8.337 1.125 6.793 5.809 -1.964 -0.023 4.765 9.882 4.956 1.608 0.014 0.178 0.135 8.267 8.906 20.172 2.162 20.555 0.374
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-624A J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647A J-647B J-650 J-653 J-653A J-654 J-654A J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-673A J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-692-WEIR J-693 J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-734A J-734B J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-745A J-748 J-748-WEIR-STANTEC J-748A J-749 J-750 J-750A J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761
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Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 8.54 11.42 3.96 7.20 2.12 0.00 5.51 4.39 0.00 0.00 0.00 8.47 0.00 9.47 0.00 4.52 2.59 17.99 6.65 0.00 5.93 0.00 7.99 0.00 0.00 11.31 0.00 5.47 4.03 0.00 4.85 0.00 0.00 0.00 0.00 0.00 0.00 7.61 0.00 0.00 0.00 0.00 9.03 6.16 7.19 4.41 0.00 0.00 0.00 5.68 0.00 3.76 0.00 0.00 0.00 0.00 7.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.54 0.00 0.00 0.00 0.00 4.80 0.00 0.00 0.00 7.83 0.00 0.00
20.47 8.55 9.58 11.42 3.96 14.60 11.45 7.93 5.82 39.02 18.29 44.71 16.08 25.68 24.05 27.23 24.76 12.03 15.78 21.46 14.14 19.35 10.30 15.56 8.38 69.29 17.06 12.82 7.15 6.63 4.03 3.34 5.77 5.40 6.17 4.03 8.25 3.76 13.01 7.61 10.57 10.58 6.27 6.27 9.03 6.16 7.75 6.00 7.51 7.64 15.64 12.91 6.17 40.20 25.72 25.72 33.06 26.20 8.42 3.81 7.80 10.73 16.71 21.35 47.79 47.93 13.67 6.89 26.87 18.10 12.58 75.35 6.11 135.19 71.40 155.65 9.97 28.97 13.39 16.22
2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 1 1 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
11:31 08:34 12:14 12:14 12:14 10:57 08:01 08:01 12:13 03:36 12:25 10:46 09:19 11:35 11:36 11:33 11:33 10:29 08:49 12:14 09:25 11:05 11:16 06:59 02:36 11:34 20:08 08:19 10:50 12:14 12:14 11:29 12:14 12:16 11:32 12:20 00:00 10:36 07:55 12:14 12:14 12:15 13:02 13:02 12:14 12:14 12:14 11:53 09:49 08:17 07:54 07:19 04:49 19:22 17:30 17:30 11:52 22:49 12:14 09:50 09:04 09:05 12:44 12:44 09:39 10:58 11:47 08:21 11:25 11:32 10:46 09:35 10:54 22:17 11:45 21:23 10:01 10:59 09:04 09:46
0 0 0.703 1.03 0.328 0.603 0.165 0 0.475 0.392 0 0 0 0.776 0 0.767 0 0.341 0.184 1.63 0.54 0 0.454 0 0.725 0 0 0.988 0 0.471 0.334 0 0.421 0 0 0 0 0 0 0.686 0 0 0 0 0.835 0.675 0.789 0.483 0 0 0 0.622 0 0.413 0 0 0 0 0.583 0 0 0 0 0 0 0 0 0 0.301 0 0 0 0 0.422 0 0 0 0.643 0 0
1.25 2.07 1.48 1.74 0.823 2.02 1.3 1.05 1.31 4.02 1.4 2.33 3.39 1.46 0.701 1.5 0.779 1.83 2.41 4.15 4.03 4.58 3.47 2.06 4.06 4.48 1.76 2.79 2.12 0.494 0.828 0.804 1.22 1.22 1.22 0.331 0.332 0.472 2.15 1.08 1.85 1.83 0.84 0.844 0.837 0.819 1.97 2.55 3.34 3.12 1.71 2.72 1.47 8.19 2.31 1.97 4.9 3.36 1.63 1.35 1.81 2.39 4.01 1.84 5.76 2.15 2.73 2.79 5.7 1.65 1.96 3.37 1.73 7.47 2.71 7.29 1.14 2.77 1 3.41
-3.774 6.374 -2.674 -0.852 20.035 6.749 6.070 6.380 13.626 0.803 -13.614 -0.698 2.137 0.708 0.000 1.333 0.000 4.678 1.310 3.820 1.392 9.072 -1.602 13.834 0.028 3.942 -6.927 10.218 5.478 0.219 0.131 0.234 0.138 0.034 0.012 0.076 0.107 2.277 15.621 0.056 0.597 0.315 0.793 0.556 -0.436 -15.511 -1.802 -3.071 2.723 0.539 -11.925 -6.619 9.623 -3.703 2.208 -0.493 -4.839 -4.471 3.080 12.924 22.517 15.840 0.325 -10.140 2.833 -6.932 -2.743 15.636 0.307 -4.354 4.319 14.428 -0.057 -0.011 -11.988 -9.574 7.803 0.515 4.248 16.775
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-763 J-764 J-766 J-766A J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-77B J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-856 J-860 J-863 J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-899A J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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9.61 0.00 3.64 0.00 0.00 0.00 5.00 0.00 0.00 0.00 3.37 0.00 0.00 0.00 0.00 0.00 5.70 0.00 0.00 0.00 0.00 1.92 0.00 0.00 0.00 10.44 0.00 0.00 0.00 1.36 0.00 0.00 8.35 0.00 0.00 7.33 6.76 0.00 6.38 5.74 5.93 7.16 0.00 0.00 0.00 9.46 0.00 0.00 1.64 0.00 1.28 0.00 4.75 0.00 0.00 5.86 9.65 0.00 4.35 0.00 7.01 0.00 0.00 0.00 0.00 4.04 0.00 2.66 0.00 8.57 0.00 0.00 3.71 0.00 7.36 13.56 0.00 11.86 0.00 3.45
21.10 10.98 17.45 16.18 4.68 3.90 25.07 8.18 8.67 6.32 6.64 5.06 20.66 20.70 5.62 3.18 5.70 2.22 3.08 3.37 5.84 6.09 4.01 7.95 19.00 11.71 14.68 8.13 7.85 18.65 9.59 7.36 8.48 6.06 8.60 7.33 7.22 7.60 26.95 7.53 8.55 7.16 27.22 10.70 6.74 11.81 7.73 10.99 16.13 20.80 11.90 10.62 10.62 5.86 7.01 5.86 14.76 6.38 14.71 11.84 11.58 15.55 55.89 6.77 6.20 8.49 7.83 6.86 6.88 22.04 18.71 60.61 59.06 123.02 7.36 13.56 8.95 14.05 14.75 135.24
2 2 2 2 1 2 2 2 1 1 1 1 3 2 2 2 2 2 3 1 1 1 2 2 2 2 3 3 3 3 3 2 2 2 2 2 2 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2
11:07 09:55 11:52 11:52 06:47 05:18 09:58 05:18 14:13 11:43 23:39 22:11 05:45 09:58 08:26 11:52 12:14 14:03 00:11 16:32 16:32 16:32 11:52 09:32 06:33 12:14 03:24 03:09 03:04 02:24 02:27 08:51 12:14 09:00 11:11 12:14 12:14 04:20 11:52 03:55 04:07 12:14 05:21 10:30 11:15 12:14 11:36 09:45 11:34 12:15 12:15 12:15 12:15 12:15 11:00 12:14 12:14 09:44 11:53 02:31 03:44 21:06 02:26 08:09 08:37 09:03 08:15 08:12 08:00 11:53 00:19 12:44 22:56 22:27 12:14 12:14 10:56 11:52 09:01 21:35
0.917 0 0.399 0 0 0 0.495 0 0 0 0.37 0 0 0 0 0 0.632 0 0 0 0 0.212 0 0 0 0.845 0 0 0 0.117 0 0 0.763 0 0 0.664 0.61 0 0.566 0.497 0.516 0.647 0 0 0 0.881 0 0 0.133 0 0.096 0 0.402 0 0 0.517 1.07 0 0.48 0 0.769 0 0 0 0 0.342 0 0.238 0 0.789 0 0 0.339 0 0.66 1.35 0 0.929 0 0.316
9.76 2.86 1.37 0.716 1.27 1.39 4.06 1.48 1.67 1.11 1.38 1.24 2.34 1.02 1.57 0.819 1.13 0.843 0.836 0.905 1.15 0.422 0.929 0.478 0.316 1.87 2.09 1.7 1.87 3.4 1.49 1.47 1.49 0.767 1.23 0.706 0.675 0.772 4.86 1.23 1.69 0.695 2.9 3.98 0.769 1.61 1.6 1.65 5.05 5.94 1.01 0.917 0.918 0.516 1.62 0.517 4.97 1.63 4.79 4.81 4.53 4.08 2.7 1.15 0.998 1.78 1.54 1.6 1.56 1.57 0.84 1.81 10.6 4.11 0.66 1.35 0.256 1.14 14.5 7.43
11.721 10.460 -0.898 -7.434 -2.570 -0.710 0.238 -1.427 -3.943 -1.420 -1.790 -3.399 0.727 0.000 -4.610 -0.694 -4.936 -2.788 -7.441 -7.364 -17.939 -8.476 -5.767 0.300 0.000 1.204 0.692 2.039 1.216 0.638 1.515 1.700 0.138 2.752 24.151 -2.400 -2.653 1.923 -2.552 0.298 0.325 -2.433 3.014 1.673 2.525 -1.115 1.415 1.210 0.414 0.025 0.050 0.080 0.088 0.126 7.217 0.057 1.290 4.176 1.425 4.888 0.637 6.472 -26.826 4.910 6.783 7.248 5.043 8.332 7.994 0.926 6.879 -25.821 7.188 -14.663 0.078 0.062 21.809 5.633 0.080 0.186
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
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J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-32 JCT-32-WEIR JCT-36 JCT-46 JCT-64 J-171 J-263 J-279 J-33A J-386 J-442 J-561A J-567A J-582 J-605 J-671 J-694 J-703 J-909 J-911 J-913 J-919 J-920A J-963A J575A OFALL-10 OFALL-12 OFALL-14 OFALL-16 OFALL-18 OFALL-20 OFALL-22 OFALL-24 OFALL-26 OFALL-28 OFALL-30 OFALL-32 OFALL-34 OFALL-36 OFALL-38 OFALL-40 OFALL-42 OFALL-44 OFALL-46 OFALL-48 OFALL-50 OFALL-52 OFALL-54 OFALL-66 WELL-2E WELL-3 WELL-4 WELL-W-ENID-DR J-856-STORAGE-NEW
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL OUTFALL STORAGE
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 4.48 0.00 0.00 1.38 0.00 0.00 11.00 0.00 0.00 0.00 11.82 0.00 10.01 6.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
151.71 10.63 11.64 28.10 51.09 8.52 13.92 11.00 52.19 88.14 70.73 44.74 73.99 68.73 9.07 27.91 17.30 55.95 13.10 13.01 7.48 7.73 2.82 1.70 14.33 19.08 2.82 5.23 6.88 8.38 9.16 7.27 7.18 10.36 0.00 11.86 3.83 8.25 54.79 4.62 2.84 1.41 3.85 2.06 1.44 1.95 1.90 2.27 3.79 1.90 2.27 0.63 1.21 1.28 1.28 1.28 3.30 1.90 2.84 1.28 1.28 2.84 3.79 55.95 4.86 12.49 3.79 30.08
3 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 0 0 2 2 3 3 1 1 3 2 2 2 2 3 2 2 2 2 0 2 0 0 0 2 1 0 1 1 0 2 2 0 0 2 0 1 0 2 2 2 2 1 1 0 0 1 2 0 0 0 1 2
00:42 11:04 14:02 08:56 07:07 11:15 05:44 12:14 22:43 15:55 23:58 12:22 12:22 10:20 12:14 12:17 00:00 00:00 05:33 12:15 01:05 03:30 02:42 00:14 03:00 12:15 09:36 13:49 12:23 02:36 12:15 12:15 12:17 12:52 00:00 12:15 20:28 00:00 00:00 07:17 07:03 15:45 22:16 12:01 15:42 07:24 13:12 15:15 17:55 04:48 21:53 08:04 17:37 10:54 09:07 09:03 08:13 06:11 06:47 13:04 14:58 14:20 08:54 00:00 00:00 00:00 05:44 12:15
0 0.497 0 0 0.272 0 0 0.94 0 0 0 1 0 0.941 0.553 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7.85 1.2 2.78 4.78 3.71 1.84 2.66 1.81 2.61 2.92 0.964 2.24 1.38 3.33 0.618 0.207 4.57 6.12 2.17 3.34 2.86 4.6 1.87 0.972 7.21 4.07 1.61 1.74 1.54 3.96 0.211 0.267 0.659 1.35 0 0.822 0.0195 0.332 1.63 3.17 1.68 0.871 2.18 1.14 1.01 0.985 0.864 1.91 1.89 1.52 1.48 0.365 0.794 0.889 0.675 0.813 1.56 0.959 1.15 0.776 2 1.95 2.22 6.17 1.16 3.41 2.91 5.94
-0.922 -2.487 -13.365 -12.248 0.159 0.302 0.239 4.375 28.550 13.411 -62.109 12.021 -15.545 0.180 1.132 -1.862 -0.037 2.262 -1.156 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.009
% % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % gal % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % % %
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 25 of 63
************************** Node Surcharge Summary ************************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------J-102 JUNCTION 23.02 5.897 0.000 J-104 JUNCTION 45.38 6.816 0.000 J-106 JUNCTION 49.71 6.793 0.000 J-109 JUNCTION 57.90 6.609 0.000 J-11 JUNCTION 61.41 6.936 0.000 J-110 JUNCTION 28.08 6.172 0.000 J-113 JUNCTION 60.98 6.503 0.000 J-114 JUNCTION 36.02 6.099 0.000 J-118 JUNCTION 23.11 5.488 0.000 J-12 JUNCTION 26.33 5.936 0.000 J-121 JUNCTION 49.10 6.793 0.000 J-126 JUNCTION 20.14 3.309 0.000 J-127 JUNCTION 20.18 3.517 0.000 J-128 JUNCTION 20.04 3.251 0.000 J-129 JUNCTION 22.45 5.487 0.000 J-130 JUNCTION 40.98 5.994 0.000 J-131 JUNCTION 38.44 5.723 0.000 J-132 JUNCTION 37.62 6.032 0.000 J-137 JUNCTION 46.65 6.224 0.000 J-139 JUNCTION 55.22 6.309 0.000 J-140 JUNCTION 48.20 6.476 0.000 J-147 JUNCTION 43.48 6.760 0.000 J-148 JUNCTION 45.40 6.837 0.000 J-149 JUNCTION 42.05 6.837 0.000 J-15 JUNCTION 22.50 4.426 0.000 J-152 JUNCTION 42.40 6.890 0.000 J-153 JUNCTION 41.98 6.915 0.000 J-155 JUNCTION 43.49 6.935 0.000 J-156 JUNCTION 42.73 6.998 0.000 J-158 JUNCTION 20.47 4.280 0.000 J-160 JUNCTION 28.98 6.689 0.000 J-161 JUNCTION 38.54 5.481 0.000 J-162 JUNCTION 40.26 5.979 0.000 J-163 JUNCTION 43.12 5.310 0.000 J-164 JUNCTION 40.75 5.182 0.000 J-165 JUNCTION 42.00 5.270 0.000 J-166 JUNCTION 27.27 4.873 0.000 J-167 JUNCTION 24.60 4.422 0.000 J-168 JUNCTION 44.21 4.830 0.000 J-169 JUNCTION 39.20 5.132 0.000 J-170 JUNCTION 37.22 5.225 0.000 J-174 JUNCTION 53.13 7.089 0.000 J-175 JUNCTION 43.12 7.089 0.000 J-176 JUNCTION 24.00 6.700 0.000 J-179 JUNCTION 25.21 6.717 0.000 J-18 JUNCTION 21.91 3.926 0.000 J-180 JUNCTION 20.82 5.013 0.000 J-185 JUNCTION 20.66 5.069 0.000 J-188 JUNCTION 23.45 5.388 0.000 J-191 JUNCTION 23.34 4.867 0.000 J-195 JUNCTION 22.64 4.405 0.000 J-198 JUNCTION 43.55 7.203 0.000 J-199 JUNCTION 48.87 7.112 0.000 J-203 JUNCTION 50.68 7.079 0.000 J-204 JUNCTION 49.50 7.086 0.000 J-206 JUNCTION 51.79 6.958 0.000 J-208 JUNCTION 50.65 6.636 0.000 J-209 JUNCTION 45.15 6.646 0.000 J-212 JUNCTION 46.06 6.945 0.000 J-213 JUNCTION 25.68 5.146 0.000 J-217 JUNCTION 48.21 6.851 0.000 J-218 JUNCTION 54.24 6.845 0.000 J-222 JUNCTION 49.49 5.629 0.000 J-223 JUNCTION 29.73 5.028 0.000 J-225 JUNCTION 53.48 6.728 0.000 J-226 JUNCTION 51.98 6.719 0.000 J-232 JUNCTION 52.69 6.671 0.000 J-233 JUNCTION 58.87 6.219 0.000 J-235 JUNCTION 61.23 6.216 0.000 J-238 JUNCTION 53.04 5.851 0.000
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Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 26 of 63
J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-284 J-284-WEIR J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-342 J-343 J-348 J-351 J-354 J-354A J-355 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380 J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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57.97 38.09 44.01 51.94 41.74 45.46 21.84 52.99 54.11 53.13 55.70 15.46 13.80 13.70 19.66 43.46 46.47 64.58 21.81 44.44 55.03 55.05 54.74 56.57 61.94 2.71 2.24 50.46 35.75 26.56 22.64 54.22 48.61 49.18 38.09 47.81 39.50 43.10 22.83 23.00 21.37 21.95 22.82 18.31 26.79 18.30 26.50 18.30 56.94 21.95 60.28 37.31 41.27 42.10 22.99 33.59 52.19 36.63 20.37 53.33 53.33 53.33 58.70 28.53 26.32 19.33 53.60 35.41 33.41 18.98 27.69 18.38 18.44 28.63 30.43 57.07 34.96 40.57 40.23 38.90
6.713 5.800 6.603 6.602 5.792 5.791 3.917 5.303 5.225 5.170 4.712 1.767 0.254 0.528 2.265 6.042 6.136 7.198 3.893 5.855 3.401 4.353 5.157 5.729 6.647 0.936 4.610 5.914 5.854 4.410 3.922 6.686 6.681 6.674 6.248 6.682 6.244 6.248 6.206 6.201 3.879 6.181 6.172 3.857 6.661 3.905 6.672 3.887 6.708 3.861 6.605 6.820 6.717 6.566 4.569 6.761 7.232 6.558 4.580 3.574 3.600 3.806 6.615 6.840 6.880 6.488 6.874 6.482 6.484 6.494 6.087 4.101 6.493 6.088 6.084 7.086 6.586 6.986 7.410 6.909
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 27 of 63
J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537 J-539 J-539-WEIR J-539A J-54 J-541 J-544 J-548 J-550
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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22.15 20.09 43.36 44.25 52.60 60.74 55.44 55.65 20.07 56.93 21.29 21.98 21.02 20.13 19.92 45.81 49.71 20.10 22.76 60.04 48.31 46.79 42.98 43.78 42.44 43.05 48.86 18.26 18.25 15.59 15.27 26.14 22.79 63.84 22.89 22.26 23.19 22.35 22.15 22.52 20.78 37.84 0.93 18.58 2.06 16.68 2.48 17.61 16.12 23.43 58.67 32.04 21.96 19.88 27.94 38.25 53.11 48.68 41.10 18.59 22.58 23.18 35.66 22.29 21.95 21.76 25.69 21.40 20.97 64.94 65.41 23.06 23.09 19.90 19.64 23.36 21.99 39.62 4.37 10.54
3.908 4.844 6.568 6.554 6.539 7.035 6.529 6.690 4.233 6.679 5.686 3.919 5.689 4.158 3.951 6.771 6.850 4.187 4.190 6.920 6.559 6.587 6.581 6.574 6.573 6.927 6.806 1.987 1.987 0.299 0.570 5.419 3.938 7.001 3.938 2.834 4.143 3.602 3.282 7.068 3.908 4.526 1.478 5.550 2.262 2.070 2.851 3.414 3.186 3.649 4.587 3.912 3.743 3.206 3.513 4.399 4.945 4.926 5.397 3.121 4.713 5.507 5.183 4.713 4.712 4.711 3.800 4.697 4.687 8.030 7.072 4.174 4.267 3.238 4.499 5.110 4.363 4.888 1.404 2.524
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.561 0.000 0.000 0.000 0.000 0.000
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J-553 J-554 J-555 J-559 J-560 J-561 J-563 J-565 J-566 J-566-WEIR J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-61A J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647B J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-693 J-697 J-7 J-700 J-701 J-702 J-705
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
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48.71 23.33 23.16 21.03 21.48 60.02 21.46 57.68 17.70 8.87 19.54 19.74 19.78 19.15 22.81 77.99 61.60 9.97 44.35 23.34 50.85 17.42 36.51 23.34 39.96 40.53 12.96 57.38 64.48 35.47 35.25 11.75 15.21 58.56 59.41 38.15 23.21 13.70 46.62 45.28 37.52 20.97 49.44 21.90 38.86 45.72 48.60 37.41 42.54 36.29 47.15 35.69 21.01 20.87 26.49 21.94 21.94 25.42 26.43 39.17 38.26 49.36 48.12 45.02 63.73 21.97 39.48 41.68 13.07 13.08 13.03 12.83 12.91 78.00 34.78 56.60 34.33 34.63 34.47 33.95
4.719 4.486 4.491 3.443 3.359 4.874 4.235 7.267 2.019 5.610 6.908 6.980 7.539 3.899 3.755 5.602 5.505 2.408 5.504 5.106 6.904 3.530 6.413 5.080 5.050 7.041 2.828 6.800 7.835 4.758 4.671 2.802 2.502 4.967 4.982 4.647 5.087 2.925 5.373 5.290 6.725 9.560 6.333 3.928 6.313 6.713 6.905 6.712 6.317 6.317 6.901 6.713 3.902 9.560 5.924 3.926 3.942 5.926 5.924 6.934 6.935 6.937 6.760 6.937 6.360 3.940 6.937 6.761 5.527 5.391 5.072 4.573 4.335 5.360 6.362 7.004 5.650 5.600 5.610 5.851
0.000 0.000 0.000 0.000 0.000 0.726 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84 J-841 J-844 J-848 J-850 J-851 J-863
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
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33.75 33.90 13.79 13.80 14.76 56.80 14.11 14.20 14.22 54.16 14.51 16.68 57.03 48.72 50.81 47.81 54.34 21.41 19.14 19.08 49.28 21.06 60.18 18.94 64.71 18.93 18.91 2.27 22.24 15.35 26.11 59.05 39.40 61.17 6.83 11.57 13.62 20.70 13.44 16.17 15.46 13.65 10.73 20.58 11.26 6.71 5.71 5.75 9.01 9.48 5.93 6.06 9.84 17.30 19.93 46.65 18.73 21.34 19.12 19.63 19.33 19.43 19.30 19.10 60.31 21.88 22.11 19.36 21.86 19.23 19.32 18.72 21.98 59.41 17.50 17.54 17.91 16.64 16.96 0.56
5.551 5.751 4.128 4.117 4.281 6.897 3.991 3.670 3.682 6.921 3.313 4.017 7.530 6.908 7.828 6.667 6.662 4.867 3.762 3.760 6.371 4.565 6.373 3.363 7.697 3.949 3.362 4.020 4.931 2.930 5.921 6.792 5.877 8.116 3.292 4.040 4.157 4.264 3.999 3.972 3.972 3.972 3.852 9.560 3.861 3.933 4.109 4.047 3.966 3.901 3.667 3.710 3.875 3.546 3.545 7.061 4.397 5.201 4.703 4.695 4.697 5.142 5.179 5.191 7.239 5.619 5.672 5.259 4.835 5.254 5.236 5.062 10.060 7.131 4.518 4.459 4.445 4.203 3.895 1.227
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.863
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J-865 J-868 J-87 J-870 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-36 JCT-46 JCT-64
JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION JUNCTION
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0.92 0.98 55.23 2.53 40.47 56.62 52.25 51.35 51.24 63.35 14.87 51.13 47.73 52.94 50.58 49.38 45.85 22.12 0.00 57.42 2.50 68.83 68.47 56.01 57.10 59.99 22.03 2.25 14.14 13.60 15.08 23.00 21.90 25.67 58.02 15.27 13.81 13.39 0.16 0.11 21.97 0.44 75.18 43.17
2.141 2.411 6.890 4.085 4.060 6.834 3.380 5.832 3.839 3.887 0.496 6.320 6.326 6.355 6.359 6.375 6.432 3.940 0.084 5.589 4.026 6.560 6.396 7.101 4.140 5.600 4.132 4.029 5.585 5.018 3.627 5.601 5.913 5.937 6.717 0.789 1.391 0.941 1.011 0.510 3.940 0.288 4.720 5.844
2.399 2.029 0.000 0.905 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.312 0.000 0.000
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************************* Node Flooding Summary ************************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------J-102 20.05 8.81 2 10:26 0.082 2.337 J-104 23.49 8.80 2 11:20 0.258 2.116 J-106 22.64 11.44 2 11:12 0.166 2.543 J-109 21.73 11.03 2 10:37 0.142 2.010 J-11 17.63 7.39 2 08:16 0.037 1.376 J-110 21.08 10.10 2 10:37 0.264 1.939 J-113 20.40 9.39 2 09:50 0.097 1.669 J-114 18.43 10.30 2 07:48 0.038 0.939 J-118 18.46 8.66 2 08:49 0.035 0.928 J-12 17.65 10.97 2 10:59 0.040 1.376 J-121 19.64 7.99 2 09:18 0.093 1.093 J-126 20.05 23.76 2 12:44 0.698 2.759 J-126A 17.28 14.05 2 12:44 0.255 0.982 J-127 20.03 6.19 2 09:55 0.066 2.607 J-128 19.92 6.70 2 09:55 0.064 2.601 J-129 18.82 9.37 2 12:23 0.346 0.987 J-130 19.87 6.90 2 10:24 0.078 0.927 J-131 4.00 5.21 2 10:04 0.039 0.006 J-132 20.78 6.74 2 12:08 0.141 1.265 J-137 22.10 3.47 2 09:46 0.068 1.424 J-139 19.18 3.15 2 08:01 0.028 0.949 J-140 20.91 4.18 2 01:32 0.051 1.196 J-147 21.12 9.70 2 12:14 0.340 1.460 J-148 20.57 6.30 2 05:10 0.063 1.497 J-149 22.78 5.29 2 06:53 0.096 2.037 J-15 18.65 15.59 2 11:50 0.170 1.726 J-152 21.27 7.18 2 12:15 0.280 1.490 J-153 21.87 4.81 2 07:51 0.078 1.415 J-155 22.36 5.00 2 09:46 0.082 1.515 J-156 22.98 3.78 2 07:22 0.086 1.728 J-158 19.56 20.24 2 10:14 0.526 1.680 J-160 19.75 8.74 2 07:54 0.067 1.589 J-161 6.20 4.92 2 09:48 0.078 0.254 J-162 0.93 6.71 1 17:51 0.015 0.002 J-163 6.48 6.56 2 07:24 0.082 0.599 J-164 3.00 5.14 2 07:04 0.039 0.009 J-165 2.45 5.53 2 10:08 0.032 0.002 J-166 1.34 6.25 1 22:15 0.021 0.000 J-167 1.48 8.21 2 09:34 0.033 0.006 J-168 2.50 5.79 2 08:36 0.039 0.004 J-169 4.18 4.82 2 09:36 0.058 0.160 J-170 4.64 3.16 2 10:49 0.044 0.149 J-174 21.98 5.52 2 09:20 0.101 2.289 J-175 23.18 2.69 2 08:52 0.073 2.039 J-176 21.29 9.84 2 07:12 0.116 1.580 J-179 23.03 11.55 2 06:59 0.216 1.967 J-18 18.46 22.39 2 11:38 0.310 1.696 J-180 19.18 15.40 2 10:41 0.399 2.063 J-185 19.16 17.73 2 10:49 0.525 1.999 J-188 20.50 13.89 2 09:50 0.264 2.568 J-188A 14.18 6.84 2 17:25 0.111 1.395 J-191 20.20 54.55 2 12:44 0.302 1.917 J-191A 17.22 33.31 2 12:44 0.385 0.877 J-195 21.15 16.29 2 09:29 0.229 2.645 J-198 33.42 7.25 2 12:14 0.347 2.703 J-199 30.93 6.43 2 02:57 0.224 2.562 J-203 27.93 7.79 2 12:15 0.458 2.579 J-204 29.36 7.66 1 06:52 0.197 2.636 J-206 30.21 5.66 2 08:17 0.221 2.408 J-208 28.60 6.46 2 07:34 0.257 2.386 J-209 30.21 5.36 2 09:03 0.245 2.296 J-212 29.97 5.45 2 08:53 0.255 2.095 J-213 21.25 10.10 2 09:54 0.460 2.396 J-217 32.87 8.23 2 12:14 0.665 3.081 J-218 34.95 9.90 2 08:10 0.448 2.655 J-222 25.60 22.51 2 06:27 0.563 3.299 J-223 20.73 35.04 1 08:41 0.536 2.228 J-225 28.43 4.96 2 06:32 0.136 1.878 J-226 28.05 5.03 1 21:52 0.137 1.869
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J-232 J-233 J-235 J-238 J-24 J-242 J-244 J-247 J-248 J-249 J-25 J-253 J-254 J-256 J-259 J-260 J-261 J-261-WEIR J-262 J-266 J-267 J-268-WEIR J-269 J-27 J-275 J-278 J-280 J-281 J-282 J-283 J-284 J-285 J-286 J-288 J-290 J-293 J-295 J-296 J-297 J-30 J-300 J-301 J-304 J-305 J-31 J-310 J-312 J-314 J-317 J-321 J-323 J-324 J-327 J-328 J-33 J-333 J-334 J-335 J-341 J-341A J-342 J-343 J-348 J-351 J-351A J-354 J-354A J-354B J-355 J-359 J-36 J-362 J-363 J-364 J-367 J-368 J-369 J-374 J-375 J-380
28.94 21.14 21.30 25.30 19.25 28.00 33.16 31.26 27.53 25.65 18.55 32.76 33.95 26.87 29.38 0.09 13.25 4.27 0.84 32.88 31.49 3.50 24.24 18.44 27.15 1.62 12.83 32.94 28.28 24.68 1.58 34.93 28.17 20.16 20.13 24.47 23.11 26.12 26.93 21.18 26.19 28.33 19.05 18.47 18.37 18.35 18.29 18.28 19.04 18.29 19.21 18.29 19.49 18.59 17.68 26.87 25.30 25.05 20.30 16.70 20.74 21.39 23.66 19.19 16.57 18.41 18.24 16.95 18.34 18.25 18.84 18.95 18.61 18.25 21.11 20.31 20.50 18.43 19.91 18.38
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.22 6.75 6.18 14.94 4.45 7.52 4.83 5.83 15.28 14.46 18.19 6.03 5.95 7.70 5.05 7.31 51.92 21.39 4.45 7.71 7.86 21.69 8.03 20.99 36.75 4.03 3.47 4.45 4.34 11.72 66.13 33.92 25.62 50.92 20.47 6.22 6.28 5.99 22.60 2.71 19.67 16.89 11.96 20.07 14.44 6.21 6.65 16.89 5.31 4.00 3.53 10.51 4.57 35.31 3.51 3.16 4.81 4.21 17.47 8.25 14.56 6.75 3.54 12.87 9.03 34.22 68.46 75.10 14.64 12.03 2.45 3.61 5.62 4.32 8.35 8.77 7.28 3.32 26.08 16.46
2 2 2 2 2 2 2 2 1 0 2 2 1 2 2 3 3 3 2 1 2 3 2 2 2 1 0 1 2 2 3 1 2 2 2 1 2 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 3 2 2 2 0 2 2 2 2 2 2
09:11 12:15 08:47 08:02 11:14 05:32 06:42 05:53 09:32 23:01 11:36 12:14 01:31 12:14 07:43 01:04 00:33 01:23 07:58 18:46 07:55 01:53 11:04 11:41 01:43 18:23 16:21 05:44 12:14 21:34 00:48 20:01 07:24 20:55 10:14 21:35 03:32 11:36 03:55 10:38 20:01 06:13 07:43 07:41 11:38 07:48 07:48 11:47 12:14 20:45 07:48 11:42 11:01 11:41 09:06 09:09 09:29 09:31 10:02 00:04 12:14 02:37 09:58 10:06 00:04 12:43 12:44 12:44 11:34 00:04 11:54 10:56 12:15 22:35 08:59 12:15 09:54 10:18 10:42 11:37
0.156 0.241 0.072 0.339 0.056 0.242 0.230 0.278 0.320 0.574 0.479 0.345 0.440 0.419 0.343 0.004 0.135 0.007 0.011 0.538 0.504 0.087 0.222 0.256 0.777 0.025 0.167 0.214 0.228 0.663 0.410 1.847 0.634 1.703 0.300 0.105 0.085 0.173 0.332 0.093 0.365 0.387 0.073 0.147 0.333 0.102 0.036 0.319 0.149 0.170 0.058 0.176 0.059 0.364 0.027 0.135 0.132 0.107 0.484 0.132 0.490 0.099 0.100 0.174 0.170 0.351 0.412 0.828 0.608 0.448 0.047 0.035 0.305 0.026 0.075 0.278 0.077 0.028 0.103 0.282
1.771 1.619 1.656 1.751 1.913 1.900 1.903 1.942 1.992 1.941 1.877 0.653 0.525 0.370 0.112 0.007 0.254 0.528 0.005 1.392 1.386 1.637 1.898 1.943 1.755 0.001 0.003 0.757 1.029 1.947 0.936 2.014 2.004 2.750 1.522 1.486 1.381 1.674 1.998 1.932 1.994 1.998 1.956 1.901 2.029 1.731 1.712 1.807 1.761 1.755 1.922 1.787 1.958 1.961 1.245 2.220 2.027 1.646 1.519 0.589 1.961 1.782 1.808 1.460 0.587 1.454 1.480 0.978 1.636 1.740 1.895 1.140 1.180 1.138 1.674 1.682 1.334 1.194 1.337 1.201
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J-381 J-384 J-385 J-388 J-389 J-393 J-396 J-399 J-40 J-402 J-405 J-407 J-409 J-410 J-412 J-414 J-415 J-416 J-417 J-42 J-421 J-422 J-423 J-424 J-427 J-430 J-431 J-432 J-433 J-434 J-435 J-436 J-437 J-438 J-439 J-440 J-441 J-444 J-444-WEIR J-445 J-448 J-450 J-454 J-455 J-459 J-460-NEW J-463 J-466 J-468 J-47 J-470 J-471 J-478 J-479 J-480 J-481 J-482 J-484 J-485 J-486 J-487 J-489 J-491 J-492 J-493 J-495 J-497 J-498 J-499 J-5 J-50 J-500 J-505 J-508 J-51 J-512 J-518 J-53 J-534 J-537
18.41 20.72 17.98 22.27 21.68 24.91 27.04 22.76 18.27 19.37 20.95 21.35 20.26 19.44 19.36 20.58 19.25 19.48 19.49 21.88 20.15 19.03 18.23 23.37 23.51 18.57 18.64 23.04 26.12 24.76 25.74 25.16 27.53 28.51 26.73 18.02 6.67 20.54 13.32 18.59 19.23 19.15 19.28 22.11 22.47 22.25 22.09 18.86 19.05 14.40 0.45 17.61 1.51 2.30 1.54 4.03 1.22 1.50 1.94 2.76 2.06 1.31 3.84 7.78 20.84 4.75 21.93 18.28 18.09 20.22 9.50 18.64 18.91 18.43 4.07 18.88 18.82 19.47 26.81 18.36
5.57 29.64 10.42 13.61 11.32 7.59 5.79 4.77 36.27 15.94 5.02 6.36 6.38 5.88 5.53 7.25 28.68 7.44 15.57 27.80 12.17 22.91 22.22 4.28 4.21 15.57 40.52 9.14 7.51 7.90 6.70 9.14 10.24 8.57 6.95 18.66 19.44 79.48 28.28 40.85 9.12 13.18 8.49 7.93 26.11 29.85 31.39 105.00 15.64 12.82 51.54 115.21 72.20 65.80 46.16 32.42 26.31 15.27 11.67 24.86 19.79 17.69 13.08 7.77 15.21 12.92 6.22 15.42 8.96 27.40 9.03 8.73 11.32 13.70 26.83 13.18 10.22 3.14 7.31 6.63
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 3 3 2 3 2 2 2 2 2 2 2 2 3 2 3 2 3 2 2 2 2 1 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2
11:36 11:12 09:51 09:51 09:51 10:00 12:15 10:23 11:34 10:47 10:07 10:29 10:59 11:54 09:20 10:50 11:13 11:21 11:16 08:16 10:45 10:40 13:47 09:50 10:34 09:37 11:30 10:42 07:10 21:55 08:54 02:17 11:59 12:15 04:24 05:37 05:36 13:49 05:29 13:45 11:30 11:41 11:22 07:18 12:17 07:05 07:07 02:13 09:32 05:21 08:22 02:15 09:41 10:12 09:45 09:45 20:24 20:25 06:34 07:24 10:47 07:26 07:26 11:22 18:20 10:38 11:56 11:01 08:27 12:15 08:58 11:00 11:54 11:55 05:30 11:29 11:29 08:56 12:14 06:52
0.028 0.310 0.022 0.234 0.121 0.156 0.207 0.095 0.507 0.116 0.063 0.075 0.063 0.076 0.042 0.082 0.493 0.051 0.130 0.429 0.205 0.278 0.474 0.092 0.094 0.494 0.493 0.208 0.182 0.153 0.197 0.186 0.527 0.633 0.239 0.309 0.157 0.638 0.023 0.232 0.071 0.091 0.076 0.108 1.566 0.447 0.450 0.852 0.204 0.611 0.054 0.815 0.313 0.441 0.178 0.526 0.094 0.051 0.042 0.157 0.087 0.042 0.090 0.140 0.217 0.117 0.164 0.192 0.020 1.459 0.267 0.037 0.060 0.224 0.301 0.102 0.097 0.072 0.411 0.077
1.193 1.288 0.524 1.286 1.186 1.186 1.160 0.709 1.688 2.204 1.418 1.584 1.609 1.285 1.369 2.150 1.673 1.429 1.016 3.245 1.489 1.408 1.051 1.621 1.650 1.487 1.401 1.622 1.594 1.451 1.254 1.724 2.122 1.721 1.549 0.960 0.070 4.189 0.570 1.192 1.378 1.341 1.378 2.584 2.583 3.072 3.082 2.955 3.154 0.149 0.038 2.679 0.221 0.234 0.051 0.104 0.016 0.049 0.020 0.213 0.023 0.006 0.163 0.020 0.441 0.023 1.408 0.850 0.553 2.647 0.033 0.957 1.442 0.551 0.350 1.246 1.071 2.751 2.512 3.094
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 34 of 63
J-539 J-539-WEIR J-54 J-541 J-544 J-548 J-550 J-553 J-554 J-555 J-559 J-560 J-563 J-565 J-566 J-567 J-568 J-569 J-570 J-571 J-575 J-576 J-577 J-578 J-58 J-581 J-585 J-588 J-59 J-591 J-596 J-598 J-6 J-60 J-601 J-602 J-603 J-604 J-606 J-607 J-609 J-61 J-611 J-613 J-615 J-618 J-61A J-623 J-624 J-626 J-629 J-63 J-632 J-633 J-637 J-64 J-640 J-647 J-647B J-650 J-653 J-654 J-657 J-659 J-663 J-665 J-666 J-67 J-670 J-672 J-673 J-678 J-67A J-682 J-684 J-686 J-687 J-691 J-692 J-693
23.08 19.64 20.87 21.74 24.65 0.70 0.54 4.48 1.49 2.53 1.77 2.18 18.25 20.88 13.99 11.34 18.44 18.11 18.14 17.82 0.00 1.86 0.03 3.72 21.18 9.02 6.69 11.78 20.93 1.71 13.66 6.84 18.24 21.82 3.93 3.75 0.05 0.26 2.87 2.08 2.19 20.87 7.88 7.48 6.52 26.74 0.00 20.35 18.62 21.06 22.50 20.53 26.54 21.76 23.24 21.85 26.98 17.72 0.00 20.89 18.60 18.69 20.88 20.88 26.14 26.60 23.10 21.36 25.56 0.01 18.46 26.82 21.44 12.75 5.55 2.98 1.42 1.86 1.02 0.00
33.95 46.11 17.14 9.67 7.22 30.96 21.43 28.87 31.33 27.54 20.11 15.53 31.04 13.44 162.04 5.66 23.65 18.29 30.66 25.28 37.47 4.28 3.82 5.45 16.26 4.10 24.01 5.41 23.84 18.81 2.70 18.11 11.07 5.41 5.05 6.57 4.25 2.49 6.25 6.05 6.99 12.30 23.84 3.99 3.69 3.40 9.59 11.45 25.11 7.20 8.27 8.53 3.76 13.38 10.62 5.91 5.32 36.28 14.61 12.43 23.87 25.05 11.97 13.39 15.50 13.82 14.69 6.70 14.92 3.41 23.82 12.68 6.37 6.63 2.83 3.23 4.07 4.90 0.17 2.51
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2 2 2 2 2 3 3 0 1 2 1 1 2 2 2 2 2 2 2 2 0 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 1 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 0
12:19 10:43 10:43 12:14 10:50 05:47 05:47 23:50 18:25 08:56 21:02 21:02 11:34 08:12 12:45 10:39 12:19 18:04 12:17 21:21 00:00 12:24 12:24 09:36 10:01 09:51 08:07 01:38 10:09 09:05 01:37 11:42 08:19 09:51 10:24 09:03 10:01 09:38 09:37 10:59 09:18 11:22 11:43 11:26 10:21 10:49 05:03 11:45 11:52 09:34 12:15 12:15 10:34 10:57 07:02 08:01 09:04 03:05 03:05 08:18 11:35 11:31 10:29 08:50 12:15 07:51 16:22 11:16 06:59 11:29 11:21 08:19 08:28 12:14 11:36 11:34 11:39 11:43 12:07 00:00
1.498 0.766 0.643 0.471 0.243 0.079 0.042 0.311 0.172 0.188 0.092 0.125 0.347 0.233 1.914 0.109 0.229 0.457 0.559 1.032 0.001 0.036 0.000 0.067 0.532 0.133 0.165 0.184 0.585 0.031 0.131 0.178 0.067 0.122 0.043 0.044 0.001 0.002 0.035 0.027 0.033 0.261 0.301 0.047 0.045 0.122 0.000 0.126 0.517 0.092 0.373 0.230 0.142 0.334 0.202 0.075 0.256 0.442 0.000 0.132 0.371 0.250 0.174 0.215 0.897 0.693 0.285 0.134 0.373 0.000 0.916 0.575 0.087 0.128 0.033 0.004 0.007 0.006 0.001 0.000
4.045 3.178 3.200 3.623 0.702 0.224 0.024 0.019 0.016 0.001 0.003 0.019 2.185 1.917 1.909 0.848 1.920 2.312 2.829 1.725 0.002 0.005 0.008 0.004 3.445 0.004 0.580 0.283 3.252 0.150 0.280 0.528 1.446 3.277 0.158 0.221 0.002 0.002 0.267 0.082 0.047 3.204 0.525 0.273 0.190 2.125 0.000 1.833 1.528 1.753 1.713 1.545 1.812 1.967 2.217 1.541 2.143 1.342 0.000 1.864 1.726 1.742 1.556 1.824 1.834 1.935 1.887 1.460 2.137 0.000 2.340 2.237 1.461 1.127 0.321 0.072 0.173 0.085 0.051 0.000
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 35 of 63
J-697 J-7 J-700 J-701 J-702 J-705 J-707 J-710 J-712 J-714 J-719 J-72 J-721 J-725 J-728 J-73 J-734 J-735 J-736 J-74 J-740 J-741 J-744 J-745 J-748 J-748-WEIR-STANTEC J-749 J-750 J-751 J-752 J-753 J-754 J-754-WEIR-STANTEC J-754A J-755 J-757 J-760 J-761 J-763 J-764 J-766 J-768 J-769 J-77 J-771 J-772 J-774 J-776 J-778 J-77A J-780 J-782 J-784 J-786 J-788 J-790 J-792 J-793 J-795 J-799 J-799-WEIR-EAC J-80 J-800 J-802 J-806 J-809 J-810 J-813 J-816 J-819 J-82 J-822 J-826 J-829 J-83 J-831 J-836 J-838 J-83A J-84
0.32 21.99 0.27 0.01 0.00 0.12 0.20 1.21 13.77 13.76 7.78 19.91 4.46 4.85 4.86 21.35 4.58 6.49 47.11 21.84 36.25 26.81 26.55 19.28 18.30 18.28 29.34 18.29 20.57 18.56 18.83 18.79 18.30 0.13 6.56 4.46 21.45 20.25 26.38 24.45 4.50 3.02 2.48 20.07 2.22 2.69 2.38 2.30 0.05 0.00 0.02 1.43 2.17 1.77 1.36 0.95 0.36 1.12 0.85 0.47 1.06 21.87 15.84 16.72 15.06 13.45 16.35 16.82 17.06 15.93 20.49 17.41 18.34 17.65 19.51 17.82 17.55 7.36 0.00 20.30
3.62 9.79 2.54 2.33 1.25 3.85 4.26 3.34 5.60 6.80 3.94 6.68 3.77 14.58 10.88 5.82 28.38 25.30 24.67 5.68 3.38 7.37 10.14 14.78 25.07 21.66 6.48 18.96 9.75 30.80 5.83 127.66 27.32 97.63 9.83 19.65 12.84 15.70 20.37 10.37 15.12 3.73 3.78 22.02 8.00 4.78 5.91 6.41 4.58 12.69 2.46 1.02 3.07 1.57 2.54 3.06 2.86 6.01 2.82 5.52 13.43 9.53 11.06 7.56 5.67 12.44 8.83 6.42 6.53 5.59 7.55 6.67 7.22 7.41 23.44 6.72 7.46 4.34 10.14 8.56
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 1 1 1 2 3 1 2 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 3 2
10:36 07:55 11:13 11:18 09:05 09:05 08:59 12:15 12:15 12:14 12:13 04:27 08:17 07:19 07:53 04:49 07:34 11:52 22:49 04:58 09:59 09:04 09:05 10:50 11:39 11:24 08:21 11:25 07:38 11:33 11:41 22:17 11:37 23:56 10:01 10:06 10:23 09:46 11:07 10:20 11:57 11:52 07:23 09:58 05:18 17:01 08:58 08:49 08:26 10:49 11:46 14:04 12:12 00:11 11:13 16:32 16:32 16:32 11:52 02:53 20:25 12:15 09:24 03:18 10:46 01:44 01:57 08:51 12:14 09:00 11:05 12:15 12:14 09:32 10:49 08:17 11:07 12:15 05:44 10:30
0.005 0.164 0.003 0.000 0.000 0.002 0.003 0.023 0.149 0.178 0.074 0.051 0.007 0.020 0.081 0.071 0.094 0.207 1.309 0.165 0.313 0.321 0.405 0.300 0.107 0.085 0.458 0.285 0.190 0.077 0.071 5.946 0.062 0.120 0.112 0.081 0.201 0.121 1.163 0.290 0.076 0.008 0.007 0.183 0.006 0.020 0.008 0.014 0.001 0.000 0.000 0.002 0.034 0.004 0.003 0.002 0.002 0.004 0.002 0.006 0.016 0.304 0.051 0.056 0.045 0.053 0.071 0.050 0.196 0.044 0.093 0.182 0.241 0.048 0.299 0.182 0.154 0.084 0.000 0.070
0.002 2.104 0.000 0.000 0.000 0.001 0.001 0.101 0.878 0.867 0.631 1.537 0.331 0.420 0.432 1.561 0.463 1.057 3.920 1.548 2.971 2.574 3.161 3.178 2.568 2.566 2.515 1.550 2.431 2.601 2.740 3.008 2.600 0.020 0.531 0.480 2.464 1.740 1.017 2.316 0.442 0.390 0.307 2.314 0.149 0.112 0.122 0.122 0.002 0.000 0.001 0.083 0.259 0.197 0.116 0.051 0.007 0.060 0.025 0.006 0.005 1.701 0.557 0.661 0.563 0.505 0.757 0.702 0.839 0.651 1.779 0.779 0.932 0.719 1.775 0.764 0.696 0.322 0.000 1.771
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 36 of 63
J-841 J-844 J-848 J-850 J-851 J-87 J-879 J-88 J-880 J-881 J-882 J-883 J-884 J-888 J-889 J-891 J-892 J-894 J-896 J-899 J-902 J-903 J-903A J-910 J-912 J-917 J-918 J-920 J-934 J-934A J-951 J-953 J-954 J-958 J-96 J-963 J-99 JCT-24 JCT-26 JCT-26-WEIR JCT-28 JCT-28-WEIR JCT-30 JCT-46 JCT-64
7.41 8.17 1.04 0.16 0.25 20.84 0.55 20.38 25.60 0.59 21.66 22.76 5.12 21.67 22.56 22.31 21.89 23.31 23.68 20.01 0.00 19.71 0.11 0.06 0.79 0.03 0.18 0.00 19.91 0.14 1.50 1.16 0.90 22.68 18.91 23.52 20.70 0.40 11.06 3.16 0.02 0.00 22.56 29.29 25.69
6.53 8.93 6.87 5.95 8.20 6.69 4.45 5.96 10.51 9.15 9.39 11.73 38.24 6.53 6.13 8.47 7.34 6.53 6.80 21.43 32.54 49.85 86.67 0.19 3.40 7.17 5.28 2.05 132.27 101.73 10.45 11.02 23.94 49.68 8.20 10.91 5.59 28.16 71.99 22.60 30.78 18.40 48.98 52.75 11.47
2 2 2 2 2 2 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 0 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2
11:15 12:15 11:06 11:07 11:28 11:00 03:36 11:43 11:29 02:31 07:48 07:02 21:20 08:09 07:51 09:03 07:53 08:12 08:00 11:53 12:43 22:56 21:37 12:15 12:15 23:29 11:13 20:28 21:35 00:42 11:04 11:07 07:37 07:32 09:44 08:51 10:21 22:43 21:18 16:25 12:19 12:22 11:33 00:00 07:58
0.036 0.199 0.026 0.005 0.007 0.086 0.015 0.080 0.436 0.036 0.472 0.501 0.203 0.098 0.112 0.089 0.112 0.116 0.186 0.527 0.001 2.543 0.061 0.000 0.018 0.001 0.003 0.000 5.561 0.134 0.040 0.048 0.053 1.440 0.055 0.234 0.077 0.040 0.577 0.028 0.009 0.000 0.267 3.033 0.291
0.378 0.519 0.005 0.003 0.005 1.990 0.000 1.934 0.620 0.002 0.279 0.327 0.436 2.481 2.410 2.395 2.295 2.654 2.843 2.280 0.084 1.561 0.026 0.000 0.036 0.001 0.000 0.000 2.489 0.029 0.005 0.018 0.027 4.141 1.353 4.377 2.317 0.289 0.741 0.739 0.001 0.000 4.380 1.160 1.784
************************** Storage Volume Summary ************************** -------------------------------------------------------------------------------------------------Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------J-856-STORAGE-NEW 1.181 31.76 0.0 0.0 2.816 76 2 12:22 16.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 37 of 63
*************************** Outfall Loading Summary *************************** ----------------------------------------------------------Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------J-171 18.53 4.26 13.01 3.338 J-263 19.01 3.83 7.48 2.861 J-279 69.54 2.61 7.73 4.604 J-33A 50.42 1.26 2.82 1.866 J-386 17.33 1.55 1.70 0.972 J-442 37.88 5.30 14.33 7.210 J-561A 34.95 3.45 19.08 4.073 J-567A 17.41 2.55 2.82 1.608 J-582 10.81 3.07 5.23 1.741 J-605 19.11 1.55 6.88 1.539 J-671 44.91 2.26 8.38 3.956 J-694 3.13 1.25 9.16 0.211 J-703 2.14 2.39 7.27 0.267 J-909 98.19 0.23 7.18 0.659 J-911 98.14 0.47 10.36 1.345 J-913 0.00 0.00 0.00 0.000 J-919 53.07 0.48 11.86 0.822 J-920A 4.02 0.30 3.83 0.020 J-963A 14.17 0.41 8.25 0.332 J575A 21.03 1.43 54.79 1.629 OFALL-10 45.74 2.47 4.62 3.169 OFALL-12 27.88 1.77 2.84 1.682 OFALL-14 26.67 1.03 1.41 0.871 OFALL-16 19.22 3.12 3.85 2.185 OFALL-18 15.97 1.90 2.06 1.145 OFALL-20 40.49 0.89 1.44 1.006 OFALL-22 12.55 1.80 1.95 0.985 OFALL-24 10.39 1.87 1.90 0.864 OFALL-26 59.06 1.36 2.27 1.914 OFALL-28 12.09 3.55 3.79 1.890 OFALL-30 73.02 0.86 1.90 1.516 OFALL-32 43.73 1.15 2.27 1.483 OFALL-34 18.00 0.59 0.63 0.365 OFALL-36 26.87 1.00 1.21 0.794 OFALL-38 99.02 0.36 1.28 0.889 OFALL-40 86.19 0.25 1.28 0.675 OFALL-42 90.77 0.33 1.28 0.813 OFALL-44 96.55 0.63 3.30 1.559 OFALL-46 72.08 0.57 1.90 0.959 OFALL-48 72.93 0.62 2.84 1.147 OFALL-50 90.16 0.36 1.28 0.776 OFALL-52 88.88 1.24 1.28 2.004 OFALL-54 95.95 0.82 2.84 1.945 OFALL-66 44.29 1.47 3.79 2.224 WELL-2E 50.73 4.61 55.95 6.167 WELL-3 66.53 0.48 4.86 1.162 WELL-4 68.34 1.37 12.49 3.412 WELL-W-ENID-DR 70.75 1.67 3.79 2.909 ----------------------------------------------------------System 44.97 76.81 237.37 85.564
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 38 of 63
********************* Link Flow Summary ********************* -------------------------------------------------------------------------------------------------------------------------------------------------Maximum Time of Max Maximum Time of Max Max/ Maximum Time of Max Max/ Time of Max Maximum |Run Flow| Occurrence |Output Flow| Occurrence Full |Veloc| Occurrence Full Occurrence Top Width Link Type CFS days hr:min CFS days hr:min Flow ft/sec days hr:min Depth days hr:min ft -------------------------------------------------------------------------------------------------------------------------------------------------C-WELL3W CONDUIT 4.86 0 00:00 3.67 2 12:15 1.00 5.69 0 00:00 1.00 0 00:00 0.42 C-WELL4E CONDUIT 12.49 0 00:00 11.08 2 12:15 0.36 5.24 0 00:00 1.00 2 11:58 0.94 CDT-101 CONDUIT 14.76 2 09:50 10.62 2 09:37 2.89 2.09 2 09:50 1.00 2 06:03 3.00 CDT-103 CONDUIT 49.64 2 12:44 16.34 2 12:45 9.72 7.02 2 12:44 1.00 2 06:16 3.00 CDT-105 CONDUIT 17.74 2 10:02 10.77 2 09:12 3.47 2.51 2 10:02 1.00 2 06:48 3.00 CDT-107 CONDUIT 16.71 2 12:44 11.50 2 12:24 3.27 2.36 2 12:44 1.00 2 07:14 3.00 CDT-109 CONDUIT 15.41 2 11:49 10.16 2 11:49 3.02 2.18 2 11:49 1.00 2 07:15 3.00 CDT-11 CONDUIT 3.54 2 11:48 3.25 2 13:35 1.28 3.97 2 11:48 1.00 0 15:12 1.07 CDT-111 CONDUIT 21.20 2 11:25 12.37 2 09:11 4.15 3.00 2 11:25 1.00 2 05:30 3.00 CDT-113 CONDUIT 14.92 2 10:39 8.01 2 10:12 2.92 2.11 2 10:39 1.00 2 08:44 3.00 CDT-115 CONDUIT 15.92 2 09:29 11.07 2 09:17 1.45 1.27 2 09:29 1.00 2 06:13 4.00 CDT-121 CONDUIT 55.95 0 00:00 23.50 2 12:03 0.14 9.21 0 00:00 1.00 0 00:00 1.73 CDT-123 CONDUIT 93.86 2 12:44 81.48 2 12:45 18.37 13.28 2 12:44 1.00 0 22:34 3.00 CDT-125 CONDUIT 20.90 2 11:30 7.24 2 11:19 1.90 1.66 2 11:30 1.00 1 00:40 4.00 CDT-171 CONDUIT 13.99 2 07:13 13.61 2 07:13 0.14 1.13 2 07:13 1.00 2 07:07 4.00 CDT-173 CONDUIT 23.00 2 10:59 18.95 2 10:07 1.48 2.91 0 18:54 1.00 2 09:13 4.00 CDT-175 CONDUIT 14.19 2 11:36 9.53 2 11:46 0.91 1.13 2 11:36 1.00 2 09:23 4.00 CDT-177 CONDUIT 14.19 2 11:36 8.33 2 11:46 0.91 1.13 2 11:36 1.00 2 09:23 4.00 CDT-179 CONDUIT 7.18 2 11:43 4.49 2 11:43 0.01 0.57 2 11:43 1.00 2 11:42 4.00 CDT-181 CONDUIT 18.65 2 12:18 10.50 2 12:22 1.20 1.48 2 12:18 1.00 2 09:23 4.00 CDT-183 CONDUIT 26.30 2 08:07 13.47 2 11:33 1.69 2.09 2 08:07 1.00 2 08:07 4.00 CDT-185 CONDUIT 20.62 2 12:15 6.94 2 12:37 1.32 1.64 2 12:15 1.00 2 09:23 4.00 CDT-187 CONDUIT 15.02 2 10:08 8.04 2 07:43 0.97 1.20 2 10:08 1.00 1 03:15 4.00 CDT-189 CONDUIT 15.02 2 10:08 8.04 2 07:43 0.97 1.20 2 10:08 1.00 1 03:15 4.00 CDT-191 CONDUIT 16.51 2 11:47 15.00 2 09:06 1.06 1.31 2 11:47 1.00 2 09:43 4.00 CDT-193 CONDUIT 27.58 2 06:59 24.77 2 07:13 1.77 2.19 2 06:59 1.00 2 05:32 4.00 CDT-195 CONDUIT 14.73 2 21:23 11.65 2 21:25 0.95 1.17 2 21:23 1.00 0 18:17 4.00 CDT-197 CONDUIT 25.92 2 11:33 18.48 2 11:44 1.67 2.06 2 11:33 1.00 2 07:59 4.00 CDT-199 CONDUIT 23.96 2 11:38 12.54 2 11:40 1.54 1.91 2 11:38 1.00 2 08:02 4.00 CDT-201 CONDUIT 19.71 2 11:36 12.59 2 11:44 1.27 1.57 2 11:36 1.00 2 07:59 4.00 CDT-205 CONDUIT 24.42 2 11:35 20.10 2 11:36 1.57 1.94 2 11:35 1.00 2 07:59 4.00 CDT-207 CONDUIT 30.54 2 11:34 16.59 2 11:37 1.96 2.43 2 11:34 1.00 2 07:30 4.00 CDT-209 CONDUIT 14.47 2 11:39 11.96 2 21:34 0.93 1.15 2 11:39 1.00 0 23:08 4.00 CDT-211 CONDUIT 17.08 3 00:31 14.98 3 00:32 1.10 1.36 3 00:31 1.00 0 23:08 4.00 CDT-213 CONDUIT 30.90 1 14:06 25.15 1 16:43 1.99 2.46 1 14:06 1.00 0 23:01 4.00 CDT-215 CONDUIT 20.98 2 10:14 12.87 2 10:17 1.35 1.81 1 22:48 1.00 2 06:10 4.00 CDT-217 CONDUIT 11.11 2 11:39 5.25 2 11:49 0.03 0.88 2 11:39 1.00 2 08:00 4.00 CDT-219 CONDUIT 36.23 2 11:41 21.08 2 11:37 2.33 2.88 2 11:41 1.00 2 07:58 4.00 CDT-221 CONDUIT 15.65 2 11:47 13.88 2 11:47 1.01 1.25 2 11:47 1.00 2 11:41 4.00 CDT-223 CONDUIT 22.73 2 11:41 14.86 2 11:46 1.46 1.81 2 11:41 1.00 2 08:06 4.00 CDT-225 CONDUIT 5.69 2 02:19 4.99 2 12:17 0.37 1.12 2 02:23 1.00 2 11:42 4.00 CDT-227 CONDUIT 18.29 2 12:25 11.73 2 11:58 1.18 1.46 2 12:25 1.00 2 08:27 4.00 CDT-229 CONDUIT 15.01 2 11:34 9.81 2 12:27 0.96 1.19 2 11:34 1.00 2 07:47 4.00 CDT-231 CONDUIT 14.21 2 11:41 7.80 2 11:37 0.91 1.13 2 11:41 1.00 2 07:47 4.00 2 07:42 4.00 CDT-233 CONDUIT 20.70 2 08:14 16.57 2 08:15 1.33 1.65 2 08:14 1.00 CDT-235 CONDUIT 38.10 3 03:36 21.55 3 05:04 2.45 3.03 3 03:36 1.00 2 08:49 4.00 CDT-237 CONDUIT 11.74 2 11:43 10.13 2 11:44 0.02 0.93 2 11:43 1.00 2 08:27 4.00 CDT-239 CONDUIT 15.47 2 10:00 12.74 2 09:19 0.99 1.23 2 10:00 1.00 2 06:37 4.00 CDT-241 CONDUIT 15.01 2 11:34 7.43 2 11:37 0.96 1.19 2 11:34 1.00 2 07:47 4.00 CDT-243 CONDUIT 12.68 2 12:03 11.74 2 11:56 0.02 1.01 2 12:03 1.00 2 08:44 4.00 CDT-245 CONDUIT 8.59 2 10:44 6.13 2 09:54 0.02 0.68 2 10:44 1.00 2 08:44 4.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report Page - 39 of 63 100 Year 72 Hour Event
CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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20.47 19.12 10.74 16.60 10.66 14.97 18.58 24.18 19.66 25.72 25.72 15.77 21.02 23.59 20.73 13.59 23.13 13.59 20.70 18.21 23.00 28.98 21.54 26.55 134.86 134.96 54.32 13.10 13.81 46.27 36.28 29.39 30.08 15.05 40.08 15.68 16.78 11.36 8.25 19.08 54.79 3.83 14.75 11.63 3.48 7.23 4.11 7.29 5.18 10.08 13.01 8.47 9.39 8.60 2.51 3.86 6.38 6.38 7.86 7.27
2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 0 2 0 0 2 3 2 3 2 3 2 3 2 2 2 2 0 2 2 2 2 1
11:31 10:31 11:42 11:38 09:31 10:28 11:14 11:52 11:01 17:30 17:30 11:52 09:37 11:30 10:14 10:36 11:30 10:36 09:58 10:47 10:40 11:37 07:26 10:32 22:17 21:35 22:56 05:33 08:14 21:35 12:19 07:50 12:15 12:44 11:57 10:51 10:26 09:54 00:00 12:15 00:00 20:28 12:14 00:45 10:49 04:40 12:52 05:06 11:52 03:40 12:15 11:40 07:41 11:11 14:25 12:27 09:44 09:45 10:57 22:05
16.27 17.00 6.71 11.54 7.26 10.87 15.17 16.19 16.09 16.89 16.89 12.14 10.81 13.07 20.58 9.33 12.33 9.34 9.62 10.61 15.46 7.44 14.45 15.91 105.17 97.36 42.01 9.83 13.36 42.69 25.24 26.95 19.22 14.63 20.64 9.78 11.73 8.82 4.03 19.07 18.97 1.12 14.75 11.61 2.61 6.37 4.10 6.46 4.10 9.72 13.00 6.83 8.36 5.57 2.39 3.86 4.18 5.66 4.20 6.18
2 2 2 2 2 2 3 2 2 0 0 2 2 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 0 2 2 2 2 2 2 2 2 3 2 3 2 3 2 2 2 2 2 2 0 2 2 2 2 1
11:45 11:53 07:50 11:48 09:21 10:31 02:16 11:43 10:58 16:20 16:20 11:58 08:26 10:52 10:14 11:17 18:53 11:17 08:22 10:36 10:40 20:39 20:40 20:47 23:09 22:27 21:35 10:21 08:01 22:30 08:13 07:41 12:20 12:44 23:33 19:38 10:19 15:56 12:20 12:15 12:22 12:46 12:15 00:43 07:38 02:36 12:52 02:36 12:52 12:15 12:15 11:43 06:59 11:41 14:05 12:28 11:49 09:45 08:42 22:06
1.32 1.23 0.69 1.07 2.17 2.61 1.19 1.55 1.26 1.65 1.65 1.01 1.35 1.52 1.33 0.87 1.49 0.87 1.33 1.17 1.48 1.86 1.38 1.71 8.67 8.67 22.17 19.61 18.72 34.13 2.33 1.08 2.35 2.95 7.84 3.07 3.28 2.22 23.72 5.86 16.84 1.18 7.02 13.07 19.60 27.84 21.99 36.35 39.85 19.92 2.23 4.80 14.99 11.22 25.03 15.61 21.14 23.85 16.62 13.58
1.63 1.52 1.35 1.32 0.85 1.19 1.48 2.60 1.63 2.05 2.05 1.41 1.68 2.92 1.84 1.08 2.92 1.08 1.65 1.45 1.83 2.31 1.71 2.11 10.73 10.74 17.29 4.22 2.81 9.43 2.89 4.16 13.75 2.13 5.77 2.22 2.37 1.61 8.20 4.22 12.14 0.85 2.09 2.57 2.49 5.18 2.94 5.22 9.51 5.70 6.47 2.70 4.67 4.28 2.70 1.92 5.64 3.17 3.91 3.24
2 2 2 2 2 2 2 0 2 1 1 2 2 0 2 2 0 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 1 2 2 2 0 2 0 0 2 3 2 3 2 3 2 3 2 2 2 2 0 2 2 2 2 0
11:31 10:31 11:06 11:38 09:31 10:28 11:14 00:00 10:57 17:30 17:30 11:52 09:37 14:48 07:01 10:36 14:48 10:36 09:58 10:47 10:40 11:37 07:26 10:32 22:17 21:35 22:56 05:33 08:14 21:35 12:19 07:50 12:34 12:44 11:57 10:51 10:26 09:54 00:00 12:15 00:00 20:28 12:14 00:45 10:49 04:40 12:52 05:06 11:52 03:40 12:15 11:40 07:41 11:11 14:25 12:27 09:44 09:45 10:57 15:33
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 2 2 2 2 2 2 2 2 0 0 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 0 0 0 0 0 1 2 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
07:46 07:45 11:42 08:25 06:36 06:36 08:52 06:54 11:01 15:54 15:54 11:52 09:37 07:04 09:20 09:54 07:04 09:54 08:51 09:52 09:36 11:37 06:47 09:45 10:00 07:44 17:08 15:11 15:37 15:07 17:27 06:31 12:21 11:40 15:23 08:13 09:01 06:53 00:00 17:55 00:00 17:58 14:04 16:14 15:15 15:14 15:15 15:15 14:04 21:31 21:30 16:32 14:10 14:23 13:33 14:30 14:52 15:21 15:21 05:57
4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2.00 2.00 2.50 2.50 4.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 0.31 2.39 0.94 2.39 2.95 2.40 1.33 1.33 1.33 1.33 0.83 1.50 1.19 2.00 1.60 1.60 1.20 1.60 1.20 1.60 1.60 2.00
Tier 1 Improvements H&H Model Results Report Page - 40 of 63 100 Year 72 Hour Event
U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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9.55 6.49 3.20 3.98 3.83 3.40 3.87 4.13 5.01 7.19 3.97 6.75 4.13 4.17 10.42 2.92 2.58 13.56 2.71 3.77 4.40 9.28 4.97 9.00 21.40 11.33 6.54 8.12 8.06 6.81 22.61 20.61 2.71 16.35 27.03 32.10 15.75 17.00 7.31 6.84 7.04 7.44 7.71 7.73 2.85 22.15 10.28 5.63 4.87 16.65 6.99 5.05 7.59 7.44 6.17 8.76 4.38 3.71 3.79 4.33
2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 1 0 2 2 3 3 3 3 3 2 2 1 1 2 2 0 2 2 2 1 1 2 2 2 2
11:12 07:37 22:06 05:50 01:09 07:39 11:54 12:25 09:30 07:45 07:29 07:36 12:19 07:27 08:10 07:55 07:54 11:42 11:40 07:54 11:39 11:40 11:42 07:42 07:41 07:40 07:25 07:32 11:31 05:32 14:04 03:25 11:44 03:56 05:20 08:59 15:01 21:34 21:35 00:38 02:40 03:30 03:57 03:30 12:06 05:32 18:28 11:20 07:26 08:28 16:02 05:48 05:32 04:49 21:37 07:11 07:36 08:49 07:02 06:23
5.83 5.01 3.15 3.40 3.59 2.82 3.69 4.13 3.50 5.34 3.59 5.87 4.13 3.51 10.02 2.83 2.17 8.53 2.38 3.42 3.95 7.90 4.43 7.05 13.41 10.87 6.10 6.43 5.85 5.24 16.52 18.32 2.02 11.79 21.13 27.17 15.03 16.94 6.82 6.75 7.04 7.16 7.16 7.16 2.57 21.55 8.11 4.85 3.65 14.71 5.56 4.06 5.32 6.95 5.46 6.56 3.09 3.47 2.88 2.38
2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 1 0 2 2 3 3 3 3 3 2 2 1 1 1 2 1 1 1 2 2 1 2 2 1 1
12:15 07:57 12:18 08:52 05:33 05:01 12:27 12:26 10:35 13:57 07:54 08:42 12:19 12:41 08:10 07:55 12:22 11:33 11:42 11:42 11:40 11:41 11:42 11:41 07:42 20:11 06:31 07:38 07:38 07:25 02:00 01:44 12:20 05:19 11:30 16:17 15:34 21:35 21:57 00:42 02:41 00:01 00:01 00:01 12:14 05:32 10:58 11:20 18:45 09:48 06:17 23:27 08:17 04:50 07:26 14:57 06:40 08:17 07:11 18:42
24.93 23.02 24.16 25.56 25.25 27.76 1.29 31.38 21.61 16.10 28.01 24.50 15.05 19.32 45.26 19.67 20.52 0.19 22.07 29.97 29.18 21.34 14.62 35.86 48.57 67.29 44.25 23.46 26.72 47.02 26.89 27.72 19.45 37.93 38.33 33.97 62.06 48.35 37.96 31.04 27.04 51.46 36.95 0.46 15.32 38.65 21.31 25.93 36.62 11.88 0.88 42.07 17.81 30.94 33.78 9.58 34.84 23.58 22.95 8.45
8.44 3.23 2.86 3.52 3.39 3.01 3.42 3.65 4.43 6.36 3.51 5.97 2.05 2.36 9.21 2.58 2.28 1.92 2.40 3.33 3.89 4.62 4.40 4.60 10.64 10.01 5.79 7.18 7.12 6.02 11.50 10.25 2.40 8.13 8.60 10.26 13.93 15.03 6.46 6.05 6.22 6.58 6.28 2.46 2.52 7.05 9.09 4.98 4.31 5.30 3.47 4.47 2.42 3.70 5.45 4.36 3.87 3.28 3.35 3.83
2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 1 0 2 2 3 3 3 3 3 2 2 1 1 2 2 0 2 2 2 1 1 2 2 2 2
11:12 07:37 22:06 05:50 01:09 07:39 11:54 12:25 09:30 07:45 07:29 07:36 12:19 07:27 08:10 07:55 07:54 11:42 11:40 07:54 11:39 11:40 11:42 07:42 07:41 07:40 07:25 07:32 11:31 05:32 03:25 03:25 11:44 03:56 05:20 08:59 15:01 21:34 21:35 00:38 02:40 03:30 03:57 03:30 12:06 05:32 18:28 11:20 07:26 08:28 16:02 05:48 05:32 04:49 21:37 07:11 07:36 08:49 07:02 06:23
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14:48 15:13 14:57 14:42 14:42 14:43 15:38 14:43 14:43 14:43 14:43 14:42 01:30 14:46 14:39 13:41 13:41 07:00 13:41 13:41 13:41 14:25 16:59 14:25 14:25 13:41 13:41 13:41 13:41 13:41 14:25 14:25 16:59 14:25 15:03 14:32 13:41 13:41 13:41 13:41 13:41 13:41 13:47 15:01 16:59 13:10 09:28 13:41 13:41 15:07 14:24 14:26 15:12 14:46 14:40 14:47 14:42 14:40 14:40 16:59
1.20 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.50 1.20 1.20 1.20 3.00 1.20 1.20 1.20 1.60 1.20 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.25 1.89 1.20 2.00 1.20 1.20 1.20 2.00 1.60 1.20 2.00 1.60 1.20 1.57 1.19 1.15 1.19 1.20
Tier 1 Improvements H&H Model Results Report Page - 41 of 63 100 Year 72 Hour Event
U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.61 3.22 5.74 41.85 9.23 3.54 4.10 6.87 8.92 7.48 5.60 3.69 4.35 4.35 4.35 2.04 3.35 2.70 2.39 2.63 2.75 4.08 4.24 6.77 3.75 6.12 6.58 5.58 7.93 3.31 5.01 7.15 4.49 5.48 5.72 8.85 7.79 8.36 12.57 13.21 28.67 14.35 12.47 7.52 11.84 2.38 11.93 4.03 3.84 10.21 6.06 9.43 2.44 8.61 2.72 5.98 5.76 6.02 10.70 3.60
2 2 0 1 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:40 07:35 22:26 08:49 07:53 11:46 05:32 09:21 01:04 01:05 07:08 05:46 06:03 06:02 11:32 11:32 11:39 08:49 09:55 12:44 11:38 08:49 09:57 05:28 09:21 09:17 10:08 09:49 08:01 10:26 10:04 10:50 08:53 11:02 11:23 11:21 11:28 11:29 11:37 11:37 11:12 09:20 09:20 09:37 09:51 09:12 09:20 10:11 09:41 10:54 10:54 11:02 08:22 11:02 08:52 10:32 07:08 06:55 10:30 11:47
3.71 2.85 4.70 35.66 7.19 3.50 3.74 6.52 6.65 7.31 4.76 3.25 3.53 3.37 3.79 1.82 2.55 2.16 2.29 2.63 2.74 2.86 3.99 5.59 3.24 4.13 4.17 4.10 4.60 3.02 4.50 6.33 3.38 5.15 5.05 8.20 6.32 6.59 12.47 9.32 27.64 11.55 9.97 5.35 7.80 2.13 11.12 3.97 3.03 6.06 5.02 8.13 2.28 8.17 2.12 3.42 5.73 5.26 7.48 3.24
1 0 0 2 2 2 1 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2
08:15 20:24 15:31 00:17 07:53 11:46 22:04 09:25 00:57 01:05 08:30 07:54 03:12 13:42 08:36 11:33 08:11 14:26 13:18 12:45 12:17 08:36 09:57 23:33 07:51 07:29 10:59 09:30 09:52 10:58 10:59 07:54 08:18 11:26 11:32 11:28 10:47 11:11 11:37 11:37 11:12 09:45 09:45 08:33 09:12 12:36 09:20 10:11 09:55 18:27 11:03 11:13 12:16 10:46 08:13 06:49 07:08 07:26 07:07 11:45
16.36 37.39 46.95 12.50 32.79 26.23 56.10 11.52 30.40 0.98 0.29 25.33 25.43 29.61 13.37 15.00 17.41 27.41 21.11 23.14 19.34 26.83 27.03 19.35 27.06 18.11 20.93 16.72 20.29 69.33 38.59 29.17 31.09 47.89 33.24 37.04 27.36 29.20 48.24 49.12 67.20 0.74 1.18 24.15 0.51 22.28 44.18 37.15 1.54 26.20 57.73 33.36 21.48 66.03 21.29 19.31 16.82 21.09 34.26 31.88
4.07 4.11 5.18 9.25 8.16 3.13 5.22 6.85 11.35 9.53 5.10 3.26 3.84 3.85 3.85 1.80 2.96 2.39 2.11 2.33 2.43 3.61 3.75 5.99 3.32 5.41 5.82 4.93 7.01 6.58 4.44 6.32 3.97 4.85 5.06 7.82 3.88 4.16 6.25 6.57 9.25 4.57 6.20 3.74 3.77 2.11 5.93 3.57 3.39 9.02 5.36 4.69 2.16 7.01 2.40 5.29 2.86 3.00 9.46 3.19
2 2 0 1 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
08:40 07:35 22:26 08:49 07:53 11:46 05:32 05:10 01:04 01:05 07:53 05:46 06:03 06:02 11:32 11:32 11:39 08:49 09:55 12:44 11:38 08:49 09:57 05:28 09:21 09:17 10:08 09:49 08:01 10:26 10:04 10:50 08:53 11:02 11:23 11:21 11:28 11:29 11:37 11:37 11:12 09:20 09:20 09:37 09:51 09:12 09:20 10:11 09:41 10:54 10:54 11:02 08:22 11:02 08:52 10:32 07:08 06:55 10:30 11:47
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 2 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0
14:39 14:37 14:39 15:14 14:26 16:59 14:27 09:51 07:57 07:26 05:43 11:58 11:58 11:58 16:59 16:59 16:59 14:57 14:56 14:56 16:59 14:57 14:52 14:53 14:53 14:52 14:51 14:51 14:51 14:20 15:26 15:03 14:53 15:26 14:49 14:50 20:57 22:04 22:04 11:36 19:15 16:48 14:47 14:15 14:47 17:01 13:12 13:38 14:51 14:54 15:03 15:30 17:01 14:54 15:06 15:08 03:43 03:00 14:52 15:56
1.19 1.00 1.20 2.40 1.20 1.20 0.99 1.49 0.97 0.39 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.80 1.20 1.20 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.60 2.00 2.00 1.60 1.60 2.00 1.20 1.60 1.20 1.20 1.20 1.20 1.60 1.20 1.25 1.20 1.20 1.60 1.60 1.20 1.20
Tier 1 Improvements H&H Model Results Report Page - 42 of 63 100 Year 72 Hour Event
U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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29.13 4.51 7.22 4.97 4.09 5.65 3.92 13.39 5.25 4.24 5.98 5.44 8.34 4.08 5.35 4.28 2.93 12.68 6.50 3.46 4.75 2.94 28.41 7.77 9.75 8.49 7.46 9.67 5.21 6.94 4.09 20.68 12.11 14.33 7.26 8.12 7.94 10.29 10.64 10.38 7.52 10.75 17.70 11.82 11.13 15.71 19.15 17.28 17.99 21.89 10.21 29.35 24.84 27.24 42.87 68.02 49.63 129.45 16.63 18.14
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 0 0 2 0 3 2 3 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 3 2 1 2 2 2 2 2 2 1
12:43 11:04 08:08 11:15 10:07 06:18 10:59 09:04 10:39 10:21 10:59 10:10 10:06 10:06 10:59 10:19 09:59 11:00 10:09 11:10 10:58 11:42 14:28 13:43 14:46 13:44 13:53 17:22 14:47 07:45 14:47 05:37 14:10 03:00 11:31 10:08 11:42 11:30 11:58 11:29 11:29 11:28 04:49 01:57 05:25 07:26 08:21 10:37 07:07 09:46 05:41 06:58 08:50 09:45 08:09 07:21 08:44 08:40 09:32 12:48
26.37 3.04 3.85 3.23 3.26 5.30 3.62 11.21 3.38 3.74 3.86 4.36 3.81 2.75 4.75 2.91 2.28 11.93 5.92 3.17 3.13 2.61 17.40 6.35 6.61 5.69 5.35 8.27 4.65 5.54 3.79 13.20 12.10 14.33 6.63 5.93 5.56 9.32 9.60 9.45 4.93 8.73 16.57 11.44 10.30 13.62 15.14 10.59 10.91 18.14 7.27 24.71 22.07 20.95 34.41 60.49 39.86 104.30 14.97 12.48
2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 2 0 0 0 0 2 0 3 2 3 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 3 2 2 1 2 2 2 3 2 2
12:44 10:07 09:26 11:03 12:47 18:26 12:29 10:12 09:41 10:29 10:45 10:06 09:39 10:11 09:57 09:06 09:25 11:00 10:01 11:21 11:46 11:42 15:31 13:44 07:49 13:44 15:07 22:14 15:31 07:45 13:54 04:32 14:11 03:00 11:41 11:16 11:10 11:31 11:58 11:29 11:33 11:42 04:49 05:43 04:13 08:11 07:52 03:35 08:17 09:45 03:58 10:48 06:32 21:58 07:32 08:37 08:01 02:15 08:11 10:08
9.36 43.67 16.09 44.68 23.74 0.72 35.02 8.01 18.15 15.65 10.67 14.76 12.56 0.40 0.33 1.11 27.97 12.92 50.02 26.79 17.99 21.81 67.94 11.43 3.67 32.42 28.49 17.72 36.48 34.82 60.02 3.77 9.23 2.17 25.45 5.72 9.25 14.07 17.81 13.32 29.29 28.67 3.43 1.73 1.84 4.37 1.95 0.88 1.66 1.85 1.97 1.49 3.09 5.28 3.32 2.87 0.86 2.21 1.55 0.75
2.32 3.99 6.38 4.40 3.62 4.99 3.47 4.26 2.61 2.11 3.38 3.08 4.72 2.03 2.66 3.78 2.59 2.80 5.93 3.06 4.20 2.39 23.15 6.33 5.52 4.97 4.22 5.48 4.61 7.54 4.43 3.26 1.51 18.24 6.42 1.79 1.76 2.27 2.35 2.29 3.74 5.34 5.63 5.88 5.54 7.95 6.40 5.50 8.95 6.97 3.25 9.46 7.91 8.83 9.48 9.62 8.81 10.66 8.27 9.17
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 0 0 0 0 2 0 0 2 3 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 3 2 1 2 2 2 2 2 2 1
12:43 11:04 08:08 11:15 10:07 06:18 10:59 09:04 10:39 10:21 10:59 10:10 10:06 10:06 10:59 10:19 09:59 11:00 10:09 11:10 10:58 11:42 14:28 13:43 14:46 13:44 13:53 17:22 14:47 07:45 14:47 22:04 14:10 03:00 11:31 10:08 11:42 11:30 11:58 11:29 11:29 11:28 04:49 01:57 05:25 07:26 09:46 10:37 07:07 09:46 05:41 06:58 08:50 09:45 08:09 07:21 08:44 08:40 09:32 12:48
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 2 2 2 2 0 0 0 0 0 1 1 0 0 1 0 1 1 1 1 1 2 1 1 1
00:40 15:04 17:01 15:04 14:21 15:26 14:56 21:38 15:59 15:38 14:13 15:35 15:35 15:38 15:38 14:55 14:40 06:10 11:07 13:54 14:02 14:11 13:46 13:43 13:43 13:44 13:53 13:44 13:44 13:40 13:40 11:44 19:29 13:40 19:31 04:46 04:46 04:48 04:46 04:46 21:26 21:26 17:03 17:10 20:40 06:11 06:32 14:37 14:38 01:52 17:06 05:39 06:35 06:08 06:09 06:31 07:04 10:32 05:42 06:47
4.00 1.20 1.20 1.20 1.20 1.20 1.20 2.00 1.60 1.60 1.50 1.50 1.50 1.60 1.60 1.20 1.20 2.40 1.20 1.20 1.20 1.25 1.25 1.25 1.50 1.50 1.50 1.50 1.20 1.08 1.08 3.83 3.20 0.39 1.20 2.40 2.40 2.40 2.40 2.40 1.60 1.60 2.00 1.60 1.60 1.60 2.00 2.00 1.60 2.00 2.00 2.00 2.00 2.00 2.40 3.00 2.80 4.00 1.60 1.58
Tier 1 Improvements H&H Model Results Report Page - 43 of 63 100 Year 72 Hour Event
U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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16.86 48.62 5.18 4.13 4.78 3.63 7.52 8.05 7.67 27.89 32.45 15.56 15.50 12.19 1.54 41.36 30.25 29.68 15.75 22.79 33.13 10.98 6.00 10.51 30.04 5.54 27.68 25.45 26.53 5.45 3.25 2.23 9.36 9.27 10.49 5.23 4.29 3.65 3.57 4.63 2.10 19.16 3.80 4.89 6.46 3.68 2.89 4.15 4.81 3.81 3.95 4.25 4.68 8.17 6.76 9.74 8.16 6.88 6.88 2.66
1 2 3 2 3 2 2 2 2 2 1 2 2 2 2 1 1 0 3 3 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2
10:35 07:32 02:06 10:08 03:38 16:40 06:52 07:04 11:07 12:15 09:14 10:26 10:52 08:18 10:24 00:10 10:04 23:50 05:26 05:23 13:15 08:34 09:22 02:46 07:05 07:24 12:17 18:04 12:19 11:57 11:57 10:23 12:15 12:18 12:07 13:49 14:43 09:46 12:31 11:44 12:26 12:16 12:24 09:43 09:29 08:34 01:37 11:43 09:44 09:50 11:32 11:52 11:20 11:19 14:58 11:36 12:24 12:23 12:23 08:53
12.48 47.77 4.96 1.98 4.74 3.63 5.97 5.96 6.26 27.89 28.68 14.13 13.75 8.65 1.35 34.11 29.49 21.38 12.36 21.60 28.00 10.37 5.80 10.38 26.31 5.53 27.16 22.38 25.59 4.61 2.79 1.97 9.34 9.26 10.49 5.23 4.29 3.01 3.57 4.37 1.96 19.01 3.10 4.55 5.54 3.25 2.46 3.91 3.40 3.42 3.28 3.92 3.92 4.17 6.76 6.75 8.16 6.88 6.88 2.03
1 2 3 2 3 2 2 2 2 2 1 2 2 2 2 1 1 1 2 3 3 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
09:19 07:32 03:36 10:10 02:54 20:46 06:52 07:05 11:35 12:15 06:23 08:57 12:15 09:10 10:07 07:09 10:04 18:26 14:27 05:24 05:26 09:12 09:23 02:47 07:57 07:25 12:18 18:04 12:19 10:22 10:22 12:18 12:15 12:18 12:07 13:49 14:43 08:08 12:31 10:57 13:34 12:22 09:18 11:21 09:29 13:35 11:19 11:18 11:42 09:49 11:42 15:04 15:02 10:17 14:58 15:00 12:24 12:24 12:24 09:46
2.93 1.12 5.44 18.47 55.96 40.10 2.14 0.93 9.14 1.42 20.45 9.70 15.82 0.32 15.85 1.35 30.83 1.16 0.78 7.88 0.38 4.02 1.21 24.61 0.54 35.19 20.00 0.77 72.07 21.03 22.84 14.12 0.28 29.06 1.81 57.44 1.38 1.00 26.00 0.83 26.45 2.69 0.06 0.07 16.52 0.82 0.93 31.82 18.88 27.52 31.97 29.72 15.47 14.60 1.06 11.72 0.62 0.81 0.72 23.10
4.81 15.48 5.62 4.48 6.09 4.62 2.40 4.00 2.44 8.88 7.18 4.61 4.60 2.70 1.67 13.17 6.95 6.56 5.01 7.41 4.12 0.87 4.67 3.41 2.47 8.64 5.64 12.66 19.01 3.08 2.88 1.82 2.07 4.61 5.22 6.65 3.80 3.23 2.91 2.30 2.67 9.53 2.18 2.69 5.26 3.25 2.55 3.67 4.25 3.10 3.49 3.76 2.33 4.06 3.36 4.84 7.22 6.65 8.76 2.35
1 2 3 2 3 2 2 2 2 2 1 2 2 2 2 1 1 0 3 3 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2
10:35 07:32 02:06 10:08 03:38 16:40 06:52 07:04 11:07 12:15 09:14 10:26 10:52 08:18 10:24 00:10 20:16 23:50 05:26 05:47 13:15 08:34 09:22 22:08 07:03 06:40 12:17 18:04 12:19 11:57 11:57 10:23 12:15 12:18 12:07 13:49 14:43 09:46 12:31 11:44 12:26 12:16 08:20 08:33 09:29 08:34 01:37 11:43 09:44 09:50 11:32 11:52 11:20 11:19 14:58 11:36 12:24 11:52 12:23 08:53
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 1 0 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0 2 2 2 1 1 1 2 2 2 2 2 2 2 0 2 0 0 2 0 0 0 0 0 2 2 2 0 0 0 0 0 0 0 0 1 1 1 0 2 2 2 0
06:57 06:35 16:20 13:02 11:52 11:52 06:52 06:51 17:07 18:02 18:16 10:52 10:52 17:01 13:02 17:21 18:16 18:01 07:46 08:56 11:02 10:38 06:39 06:10 07:06 10:24 04:57 10:13 10:13 10:15 10:11 13:28 04:58 12:48 14:27 07:27 14:24 22:11 13:28 21:37 12:14 08:49 11:48 11:48 13:27 20:33 15:51 15:21 15:21 13:28 15:21 15:21 04:10 04:11 03:00 15:02 09:09 09:09 06:47 17:01
2.40 2.00 1.08 1.08 1.00 1.00 2.00 1.60 2.00 2.00 2.40 2.40 2.40 2.40 1.08 2.00 2.40 2.40 2.00 2.00 3.20 4.00 1.33 2.00 4.00 1.20 2.50 1.59 1.27 1.12 0.98 1.25 2.40 1.60 1.60 0.39 1.20 1.20 1.25 1.60 1.00 1.20 1.60 1.60 1.25 1.20 1.20 1.20 1.20 1.25 1.20 1.20 1.60 1.60 1.60 1.60 1.20 1.20 0.39 1.20
Tier 1 Improvements H&H Model Results Report Page - 44 of 63 100 Year 72 Hour Event
U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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6.33 2.39 11.06 4.84 14.33 3.65 3.71 4.00 11.35 4.93 3.87 3.86 4.70 8.40 15.72 7.31 11.56 11.94 5.58 8.38 8.08 10.00 14.96 6.93 8.81 10.86 6.17 5.40 3.15 7.69 3.34 2.80 6.27 6.27 6.27 10.58 7.27 4.88 2.75 2.76 9.16 3.32 6.95 6.15 4.18 4.30 15.16 12.60 2.84 34.30 33.06 6.11 6.49 5.23 12.58 8.78 2.65 3.63 8.68 9.90
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2
08:35 08:16 11:45 08:44 09:45 08:37 08:38 08:36 08:01 09:40 10:36 10:47 09:58 08:18 09:19 11:26 10:32 11:31 09:45 02:36 03:00 11:28 09:06 07:45 07:46 22:23 11:32 12:16 11:43 08:12 11:29 11:30 13:02 13:02 13:03 12:15 12:15 12:14 12:14 12:14 12:15 09:39 08:17 11:52 01:35 08:21 07:54 07:19 09:50 17:30 11:52 10:54 10:53 10:46 10:46 11:07 11:17 09:50 09:22 09:22
5.14 2.13 6.35 3.30 8.44 2.91 3.58 3.53 9.10 3.30 3.19 2.44 3.91 7.97 9.05 5.72 8.92 10.05 4.67 8.38 8.08 9.68 12.52 5.14 7.03 9.27 5.33 5.40 2.27 5.96 3.18 2.00 6.27 6.27 6.27 10.57 7.26 4.88 2.75 2.73 8.92 2.36 6.43 5.91 3.78 4.26 11.15 10.68 2.30 31.62 30.35 4.90 4.65 4.55 11.11 7.62 2.39 3.18 6.36 6.63
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 1 0 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2
02:03 08:34 11:32 10:44 10:20 09:35 11:20 08:37 09:48 10:50 11:00 11:17 12:24 08:54 08:50 10:32 11:29 09:29 09:41 02:36 03:00 11:28 23:59 18:49 10:40 19:37 12:19 12:17 11:23 06:42 11:20 11:32 13:03 13:03 13:03 12:15 12:15 12:15 12:15 12:15 12:15 09:42 08:17 12:03 01:35 08:22 22:44 10:49 10:19 02:18 11:53 22:37 22:41 11:22 09:08 11:05 11:12 10:24 11:00 07:42
20.47 21.56 13.28 18.62 0.43 29.75 31.86 33.94 16.32 12.43 31.74 27.19 18.92 16.37 12.60 0.57 21.93 29.27 27.12 2.56 44.14 22.67 14.20 14.79 15.18 5.03 5.71 15.51 24.80 19.95 27.78 25.63 32.82 27.79 38.70 17.10 23.82 38.38 23.20 24.60 33.12 27.12 55.24 48.98 35.77 15.48 39.07 38.63 24.67 53.47 62.91 1.95 22.13 35.46 8.64 8.46 31.09 42.04 8.39 16.30
5.60 2.11 5.50 2.41 4.56 3.23 3.28 3.54 5.64 1.57 3.42 3.41 2.34 2.68 5.00 2.33 3.68 5.94 4.94 7.41 7.15 3.18 4.76 2.21 2.81 1.54 3.07 2.69 2.78 6.80 2.96 2.48 5.54 5.54 5.54 9.35 6.43 4.32 2.44 2.44 5.19 2.94 6.20 5.62 3.85 3.19 7.63 6.27 2.51 17.92 31.00 4.98 5.29 4.26 2.78 1.94 3.38 4.62 1.92 4.92
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2
08:35 08:16 11:45 08:44 09:45 08:37 08:38 08:36 08:01 09:40 10:36 10:47 09:58 08:18 09:19 11:26 10:32 11:31 09:45 02:36 03:00 11:28 09:06 07:45 07:46 22:23 11:32 12:16 11:43 08:12 11:29 11:30 13:02 13:02 13:03 12:15 12:15 12:14 12:14 12:14 12:15 09:39 08:17 11:50 11:50 07:07 07:54 07:19 09:50 02:51 17:57 10:54 10:53 10:46 10:46 11:07 11:17 09:50 09:22 09:22
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 2 2 2 0 2 2 1 1 1 1 1 1 1 1 2 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:01 17:01 18:21 18:45 15:24 17:01 16:59 17:01 17:53 14:35 17:01 17:00 20:17 12:41 08:07 06:58 16:31 15:12 11:42 14:16 14:16 16:31 16:31 16:32 16:32 09:34 11:14 11:17 11:06 15:09 11:04 11:02 17:56 17:58 19:10 19:11 19:11 19:10 16:59 16:56 11:49 15:09 23:04 00:37 15:48 11:50 22:50 18:12 15:02 15:36 15:00 10:51 12:50 13:21 16:40 16:47 12:47 12:48 16:50 14:38
1.20 1.20 1.60 1.60 2.00 1.20 1.20 1.20 1.60 2.00 1.20 1.20 1.60 2.00 2.00 2.00 2.00 1.60 1.20 0.47 1.20 2.00 2.00 2.00 2.00 3.00 1.60 1.60 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 0.47 1.20 1.20 1.20 0.95 1.20 1.20 1.20 1.20 1.60 1.60 1.60 1.20 1.60 1.25 1.25 1.25 1.25 2.40 2.40 1.00 1.00 2.40 1.60
Tier 1 Improvements H&H Model Results Report Page - 45 of 63 100 Year 72 Hour Event
U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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4.22 10.64 5.51 15.03 8.56 7.23 4.16 12.67 11.24 20.64 13.55 35.43 6.98 14.02 11.28 4.12 3.93 5.36 4.49 8.67 5.61 6.29 4.86 5.85 5.02 2.83 3.18 2.22 2.69 2.83 4.95 3.10 4.31 6.05 5.86 5.87 10.62 4.94 10.62 13.20 8.63 4.89 5.08 7.73 6.85 12.31 6.72 13.01 4.85 4.63 6.64 5.17 6.04 15.34 8.37 7.85 3.41 7.60 7.36 8.38
2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 1 1 2 2 1 2 2 2 3 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 3 2 3 3 3
07:48 01:37 09:44 11:11 09:21 10:56 10:00 09:54 11:58 11:41 11:37 13:13 07:40 11:37 07:23 11:52 06:47 09:37 09:39 14:13 11:43 23:39 08:59 06:53 22:11 11:52 11:52 14:03 00:11 11:13 10:19 23:49 11:13 16:32 12:15 12:15 12:15 11:13 12:15 12:15 11:51 11:16 10:45 11:36 11:50 09:46 02:47 07:55 11:40 11:28 11:14 11:18 11:37 01:51 03:14 03:04 10:20 04:20 03:55 04:07
2.97 7.36 4.02 9.17 6.60 5.43 2.96 8.88 7.33 14.33 12.51 34.61 6.24 13.88 7.70 3.36 3.29 3.81 3.79 3.66 4.51 5.27 4.25 5.51 3.32 2.58 2.93 2.04 2.40 1.85 4.25 1.97 2.47 2.11 5.86 5.86 10.62 3.80 10.61 11.86 8.26 4.06 4.66 6.82 5.62 8.31 6.61 7.36 3.87 3.47 5.62 3.77 4.24 10.06 7.29 6.82 2.39 6.55 6.66 6.38
2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 3 3 2 3 3 3
08:26 11:25 09:54 09:45 12:12 12:06 07:52 11:53 10:56 11:43 16:50 13:14 07:42 13:45 19:07 16:29 14:12 07:24 11:07 11:07 22:11 03:20 10:06 06:08 10:06 11:53 11:53 11:47 11:13 11:50 10:08 00:47 03:56 08:48 12:15 12:15 12:15 10:43 12:15 12:15 13:56 08:59 10:46 09:23 11:49 10:25 02:11 09:00 11:40 09:33 02:46 11:03 11:34 01:53 03:15 03:34 11:03 04:07 04:07 03:40
21.50 0.17 25.26 21.99 11.08 14.30 24.36 5.04 7.31 12.97 14.76 6.27 52.76 27.25 18.76 19.71 28.34 23.38 45.03 36.47 48.40 52.89 48.54 19.93 33.02 27.62 27.68 19.94 28.31 26.82 26.35 19.76 31.56 32.62 35.59 17.77 35.52 32.42 30.23 9.33 75.46 27.48 18.95 20.10 24.75 4.68 58.65 0.55 26.81 17.02 19.75 26.13 20.09 11.05 14.28 44.19 27.44 39.19 24.65 28.80
3.73 3.39 3.12 12.25 2.73 2.30 3.68 4.03 2.48 4.56 2.99 3.07 8.89 6.97 5.61 4.06 5.15 4.74 5.85 11.04 7.15 8.00 6.19 5.19 6.39 3.82 4.05 3.23 3.78 3.94 4.38 4.09 5.64 5.50 5.19 2.92 5.28 4.37 5.31 4.90 7.71 4.32 2.53 3.86 3.41 3.19 5.94 4.14 4.29 2.30 3.31 4.57 3.00 4.88 2.66 6.95 3.01 6.72 3.66 4.17
2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 1 1 2 2 1 2 2 2 3 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 3 3 3 2 3 3 3
07:48 01:37 09:44 11:11 09:21 10:56 10:00 09:54 11:58 11:41 11:37 13:13 07:40 11:37 07:23 11:52 06:47 09:37 09:39 14:13 11:43 23:39 08:59 06:53 22:11 11:52 11:52 11:48 00:11 11:13 10:19 23:49 11:13 16:32 12:15 12:15 12:15 11:13 12:15 12:15 11:51 11:16 10:45 10:05 11:50 09:46 02:47 07:55 11:40 11:28 11:14 11:18 11:37 01:51 03:14 03:04 10:20 04:20 03:55 04:07
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 1 1 0 1 2 2 2 2 2 0 1 0 1 2 2 2 0 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 2 0 2 2 2
15:02 02:25 12:44 11:53 14:29 14:35 15:01 14:35 15:24 13:40 13:40 16:16 18:18 14:48 12:48 11:24 09:37 15:01 13:04 13:26 21:49 02:47 11:43 15:01 10:11 09:32 11:07 11:49 11:13 08:28 15:01 13:54 15:37 16:32 11:47 11:53 11:58 15:01 12:16 12:21 11:57 06:40 07:55 07:44 07:31 10:46 06:43 16:29 05:17 06:52 06:52 15:00 06:48 07:28 07:08 05:11 15:00 05:12 06:49 06:46
1.20 2.00 1.50 1.25 2.00 2.00 1.20 2.00 2.40 2.40 2.40 3.83 1.00 1.60 1.60 1.20 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.20 1.20 1.60 1.60 1.20 1.60 2.40 1.20 1.20 1.60 1.60 1.60 2.40 1.20 2.00 1.20 1.60 1.60 1.20 1.60 2.00 2.00 1.20 1.20 1.20 1.60 1.60
Tier 1 Improvements H&H Model Results Report Page - 46 of 63 100 Year 72 Hour Event
U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99 PS-HC1-LAG PS-HC1-LEAD W-WELL3D-NEW W-WELL4-11-NEW W-WELL6A-NEW W-WELL6D-NEW W-WELL7D-NEW W1-10-NEW W1-26-NEW W3-56-NEW W5-2-NEW W6A-26-NEW WA-10 WA-4-NEW WEIR-11 WEIR-13
CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT CONDUIT PUMP PUMP WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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8.13 4.42 13.95 8.76 19.00 9.83 20.05 15.55 11.09 11.02 14.29 7.15 3.43 8.43 6.56 2.35 3.63 5.45 7.83 5.00 3.82 5.32 33.66 12.07 6.01 7.18 10.36 0.00 11.86 8.95 4.03 13.12 10.12 9.91 7.26 28.18 14.75 8.13 4.37 15.28 7.96 7.16 9.98 7.25 8.00 8.00 217.47 4.03 28.64 160.25 88.97 73.99 84.26 68.03 27.91 56.40 55.89 96.22 16.83 9.45
3 2 3 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 1 2 2 2 2 2 3 2 2 3 3 3 3 0 0 2 2 3 2 2 2 2 2 2 2 3 2 2 2
03:09 11:13 03:09 10:00 06:33 07:43 09:01 21:06 03:44 11:50 02:31 13:22 09:45 09:55 09:44 09:20 09:20 08:01 08:15 08:12 12:36 08:34 12:44 08:20 11:27 12:17 12:52 00:00 12:15 10:56 12:20 09:29 11:04 11:32 09:53 07:37 09:01 04:35 09:13 11:58 01:48 01:50 01:56 02:55 13:06 13:06 13:06 12:20 01:19 22:56 13:53 12:22 21:18 11:34 12:17 11:52 02:26 09:06 12:44 23:54
7.12 3.41 8.10 6.60 9.26 9.20 14.05 15.51 8.99 9.96 10.52 7.15 3.10 7.89 4.19 1.85 2.98 3.76 6.84 3.85 3.82 4.22 27.77 10.55 5.01 7.18 10.36 0.00 11.86 5.13 4.03 12.79 7.11 7.49 4.91 17.19 12.93 7.50 3.50 11.04 6.47 6.44 7.55 6.30 8.00 8.00 168.58 4.03 17.02 97.47 36.71 36.45 78.13 48.68 21.01 33.71 35.56 47.13 11.15 6.32
3 2 3 2 2 3 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 1 2 2 2 2 2 1 2 3 2 2 3 3 3 3 0 0 2 2 2 2 2 2 3 2 2 3 2 2 2 2
03:32 11:38 03:08 08:47 03:35 01:30 07:25 21:07 03:57 11:55 05:17 13:23 09:44 09:45 09:43 08:01 09:21 09:27 09:10 10:09 12:36 09:25 12:44 08:20 11:54 12:17 12:52 00:00 12:15 09:23 12:20 21:00 12:37 13:45 11:27 16:31 08:52 03:56 09:13 12:07 01:59 02:33 03:03 01:47 15:48 15:48 12:45 12:20 23:49 23:16 13:53 12:34 00:30 11:22 12:11 00:07 21:20 09:40 12:45 19:38
27.27 29.62 15.65 7.10 4.85 0.93 1.95 15.95 16.91 15.38 5.73 34.55 1.28 1.59 47.23 20.63 22.09 11.26 12.01 14.76 15.41 17.32 1.88 0.68 34.21 3.12 3.19 0.00 1.56 3.94 12.82 1.21 35.22 35.52 23.68 0.74 20.50 33.97 25.34 14.11 37.28 45.30 15.98 33.28 1.00 1.00
4.04 3.91 6.94 2.16 2.69 3.13 6.38 4.95 3.53 3.51 3.16 5.83 3.13 6.87 5.99 2.07 3.21 2.71 3.90 2.49 1.90 3.01 7.44 2.67 5.31 9.14 9.16 0.00 5.90 1.98 3.57 6.54 5.20 5.32 5.21 6.34 7.34 5.83 3.86 4.86 5.70 6.33 8.83 5.20
3 2 3 1 2 2 2 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 1 2 2 2 2 2 3 2 2 3 3 3 3
03:09 11:13 03:09 12:38 06:33 07:43 09:01 21:06 03:44 11:50 02:31 13:22 09:55 09:55 09:44 09:20 09:20 08:01 08:15 08:12 12:36 08:34 12:44 08:20 11:27 12:17 12:52 00:00 12:15 10:56 12:20 09:29 11:04 11:51 09:53 00:13 09:01 04:35 09:13 11:58 01:48 01:50 01:56 02:55
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
2 0 2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 0
06:45 15:00 06:45 08:13 20:59 17:07 17:10 13:24 13:24 13:24 13:47 11:50 09:40 09:45 14:58 17:02 17:02 18:45 19:10 19:10 19:10 17:32 16:59 16:59 13:19 09:10 09:32 00:00 10:48 11:36 11:36 20:03 18:48 18:31 15:13 19:20 16:19 15:14 14:59 22:04 15:13 15:00 15:05 15:14
1.00 0.12 1.00 1.00 1.00 1.00 1.00 1.00 0.57 1.00 1.00 1.00 0.67 0.47
2 2 3 2 2 2 2 2 2 2 2 2 2 3
11:54 11:52 00:19 20:07 11:58 12:15 11:40 08:01 12:15 11:31 11:47 08:05 12:44 01:15
1.60 1.20 1.60 2.40 3.00 2.00 2.00 2.00 2.00 2.00 2.40 1.25 1.25 1.25 1.20 1.20 1.20 1.60 1.60 1.60 1.60 1.50 2.40 2.40 1.20 0.39 0.47 1.20 1.16 2.40 1.20 1.60 1.60 1.60 1.33 2.40 1.60 1.33 1.20 2.00 1.33 1.20 1.20 1.33
Tier 1 Improvements H&H Model Results Report Page - 47 of 63 100 Year 72 Hour Event
WEIR-15 WEIR-17 WEIR-19 WEIR-21 WEIR-23 WEIR-25 WEIR-27 WEIR-29 WEIR-3 WEIR-31 WEIR-33 WEIR-35 WEIR-37 WEIR-39 WEIR-41 WEIR-43 WEIR-45 WEIR-47 WEIR-49 WEIR-5 WEIR-51 WEIR-53 WEIR-55 WEIR-57 WEIR-59 WEIR-61 WEIR-63 WEIR-65 WEIR-67 WEIR-69 WEIR-7 WEIR-71 WEIR-73 WEIR-75 WEIR-77 WEIR-79 WEIR-81 WEIR-83 WEIR-85 WEIR-87 WEIR-9 WEIR-J-748 WEIR-J-754-STANTECT WEIR-J-799-EAC CDT-19 CDT-21 CDT-23 CDT-25 CDT-27 CDT-29 CDT-31 CDT-33 CDT-35 CDT-37 CDT-39 CDT-41 CDT-43 CDT-45 CDT-47 CDT-49
WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR WEIR DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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9.70 52.27 16.10 2.06 2.35 3.87 4.37 2.01 21.17 17.06 16.67 12.81 20.06 26.48 8.21 7.86 13.13 10.12 16.06 15.83 5.09 45.47 5.80 17.70 15.69 9.99 10.41 1.15 16.18 15.11 21.10 9.13 6.71 2.01 16.77 12.22 9.46 62.04 62.07 60.12 12.54 47.93 73.27 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 1.90 3.79 2.27 1.90 0.63 1.21 1.28 1.28
2 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 2 3 3 3 3 3 2 2 2 2 2 2 2 2 3 2 3 2 2 2 2 2 2 2 1 0 1 1 0 0 2 2 0 0 2 1 0 2 2
23:54 12:42 23:54 11:49 13:43 12:57 12:15 13:26 22:53 20:08 01:23 01:23 23:54 23:52 01:23 01:23 01:23 01:19 01:23 22:53 01:28 12:25 01:23 00:19 01:23 01:19 03:27 12:02 11:52 17:19 21:13 17:58 17:53 12:42 21:19 01:23 20:38 01:10 22:12 22:13 17:25 10:58 06:12 06:34 07:17 07:03 15:45 22:16 12:01 15:42 15:15 07:24 13:12 17:55 21:53 04:48 08:04 17:37 10:54 09:07
6.89 28.72 9.84 0.92 2.35 3.87 0.93 2.01 8.60 9.30 6.32 6.41 8.47 20.36 4.50 4.63 4.52 6.01 6.92 9.84 3.22 37.48 2.47 10.63 8.34 6.05 7.18 1.14 10.04 5.93 11.15 6.55 3.99 2.01 12.68 7.46 7.19 45.12 40.94 34.10 3.95 28.77 43.43 2.13 4.62 2.84 1.41 3.85 2.06 1.44 2.27 1.95 1.90 3.80 2.27 1.90 0.63 1.21 1.28 1.28
2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 2 2 2 2 1 2 2 1 0 2 2 2 2 2 1 0 2 2
19:33 12:44 17:01 12:44 13:44 12:57 12:17 13:27 23:49 18:52 23:52 23:13 23:56 00:01 12:24 23:28 03:26 23:13 00:39 20:16 01:02 12:25 23:13 23:13 23:13 23:13 08:49 12:03 11:59 13:13 23:28 15:25 13:16 12:43 21:28 21:28 21:16 22:06 00:30 01:55 03:22 11:22 11:44 09:11 07:20 06:29 05:49 06:35 08:14 05:19 16:37 07:25 13:13 11:42 07:43 04:49 22:55 23:56 10:55 09:17
0.47 1.00 0.69 0.11 0.15 0.14 0.18 0.09 0.89 0.59 0.63 0.54 0.67 0.85 0.43 0.42 0.53 0.47 0.71 0.89 0.32 1.00 0.33 0.70 0.64 0.49 1.00 0.06 0.53 0.69 0.78 0.45 0.37 0.55 0.63 0.61 0.52 1.00 1.00 1.00 0.66 1.00 1.00 1.00
3 2 2 2 2 2 2 2 2 2 3 3 2 2 3 3 3 2 2 2 3 2 3 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1
00:12 12:42 23:53 11:50 13:32 12:57 12:15 13:24 18:03 21:12 01:16 01:10 23:54 23:52 01:19 01:23 01:23 23:57 22:39 18:03 01:28 08:27 01:29 23:28 01:09 01:17 06:35 12:02 12:04 22:35 15:56 16:16 16:25 12:48 21:48 21:48 20:13 21:20 21:18 21:18 17:20 07:15 20:44 01:52
Tier 1 Improvements H&H Model Results Report Page - 48 of 63 100 Year 72 Hour Event
CDT-51 CDT-53 CDT-55 CDT-57 CDT-59 CDT-61 CDT-63 J33A_OUTFALL J567_OUTFALL U-331 W-ENID-DRIVE WELL-W-MCINTYRE
DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY DUMMY
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.79 3.79
2 2 1 0 1 0 1 1 2 1 1 2
09:03 08:13 06:11 13:04 06:47 14:58 14:20 02:42 09:36 00:14 05:44 08:54
1.28 3.30 1.90 1.28 2.84 1.28 2.84 2.82 2.82 1.70 3.80 3.80
2 2 1 1 2 0 2 2 2 2 1 2
09:07 10:04 14:51 02:27 11:53 15:00 11:53 07:31 09:37 06:01 13:06 09:58
Tier 1 Improvements H&H Model Results Report Page - 49 of 63 100 Year 72 Hour Event
******************************* Flow Classification Summary ******************************* ------------------------------------------------------------------------------------Adjusted ---------- Fraction of Time in Flow Class ---------/Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------C-WELL3W 1.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C-WELL4E 1.41 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-101 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-103 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-105 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-107 2.11 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-109 2.11 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-11 1.00 0.01 0.02 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-111 2.11 0.03 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-113 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-115 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-121 70.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-123 2.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-125 2.44 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-171 1.00 0.01 0.03 0.00 0.96 0.00 0.00 0.00 0.00 0.00 CDT-173 5.03 0.05 0.00 0.00 0.93 0.00 0.01 0.01 0.00 0.00 CDT-175 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-177 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-179 22.55 0.00 0.05 0.00 0.95 0.00 0.00 0.00 0.00 0.00 CDT-181 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-183 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-185 5.03 0.02 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 CDT-187 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-189 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-191 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-193 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-195 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-197 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-199 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-201 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-205 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-207 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-209 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-211 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-213 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-215 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-217 15.62 0.00 0.02 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-219 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-221 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-223 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-225 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-227 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-229 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-231 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-233 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-235 5.03 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.00 0.00 CDT-237 21.76 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.16 0.00 CDT-239 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-241 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-243 21.76 0.00 0.03 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-245 21.76 0.00 0.03 0.00 0.97 0.00 0.00 0.00 0.00 0.00 CDT-247 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-249 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-251 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-253 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-255 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-257 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-259 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-261 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-263 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-265 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-267 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-269 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-271 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-273 5.03 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-275 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-277 5.03 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-279 5.03 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-281 5.03 0.01 0.00 0.00 0.99 0.00 0.00 0.00 0.00 0.00 CDT-283 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 CDT-285 5.03 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 50 of 63
CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112 U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207
5.03 5.03 5.03 5.03 5.03 5.03 3.52 1.00 1.00 1.00 5.03 1.00 14.60 2.11 2.11 2.11 2.11 2.11 1.45 2.54 2.54 2.54 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.78 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.18 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.01 0.01 0.02 0.03 0.00 0.03 0.01 0.00 0.00 0.00 0.00 0.02 0.00 0.01 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.01 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.99 0.99 0.98 0.97 1.00 0.97 0.99 1.00 1.00 1.00 0.99 0.00 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.93 1.00 1.00 1.00 1.00 0.91 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.97 0.37 1.00 1.00 1.00 1.00 0.99 0.85 1.00 0.97 0.75 0.82 0.99 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.62 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.02 0.24 0.16 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.10 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.01 0.07 0.07 0.00 0.00 0.00 0.00
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U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271 U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364
1.00 1.00 1.00 1.00 1.00 1.00 1.57 1.00 1.00 1.11 1.00 1.00 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.78 1.00 1.00 1.00 2.69 1.00 1.00 1.00 1.00 1.40 1.00 2.65 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.13 1.00 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.02 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.99 0.99 0.96 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.96 0.97 0.99 1.00 1.00 0.31 0.10 0.20 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.98 0.17 0.96 0.98 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.99 0.67 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.67 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.82 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.23 0.00 0.16 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.10 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.17 0.00
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 52 of 63
U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419 U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507
1.00 1.00 1.35 1.00 1.00 1.64 1.00 1.59 1.00 1.00 1.00 1.00 1.00 1.00 1.79 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.62 1.00 1.00 1.00 2.01 1.00 1.32 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.12 1.00 3.06 1.00 1.29 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.01 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.01 0.01 0.02 0.03 0.00 0.00 0.00 0.02 0.01 0.02 0.02
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.01 0.04 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 0.98 0.99 0.99 0.99 1.00 0.98 0.88 1.00 1.00 0.98 0.97 0.98 0.99 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.56 0.33 0.94 0.99 0.99 0.95 1.00 0.77 0.89 0.93 0.76 0.56 0.38 0.94 0.96 0.67 0.66 0.99 1.00 1.00 1.00 1.00 0.94 0.99 1.00 0.99 0.76 0.16 0.03 1.00 1.00 0.99 0.97 0.98 0.97 0.64
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.03 0.02 0.14 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.66 0.04 0.00 0.00 0.04 0.00 0.21 0.09 0.05 0.20 0.41 0.39 0.05 0.00 0.00 0.24 0.01 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 0.21 0.82 0.95 0.00 0.00 0.00 0.01 0.00 0.00 0.34
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.06 0.02 0.21 0.07 0.01 0.04 0.08 0.04 0.18 0.12 0.02 0.37 0.38 0.51 0.03 0.02 0.28 0.00 0.23 0.00 0.00 0.00 0.00 0.00 0.57 0.00 0.11 0.07 0.53 0.57 0.08 0.00 0.00 0.01 0.00 0.24 0.04
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 53 of 63
U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569 U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657
1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13.18 13.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.15 1.03 1.43 1.93 1.00 1.00 1.00 1.15 1.00 3.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.63 1.00 1.00 1.00 1.00
0.00 0.04 0.04 0.03 0.03 0.41 0.03 0.82 0.82 0.83 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.07 0.00 0.03 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.09 0.05 0.00 0.02 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.93 0.96 0.72 0.97 0.96 0.17 0.97 0.18 0.17 0.14 0.14 1.00 1.00 1.00 0.99 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.90 0.90 1.00 0.96 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.75 0.70 0.77 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.07 0.23 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.03 0.00 0.00 0.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.13 0.00 0.01 0.00 0.00 0.16 0.00 0.00 0.02 0.00 0.00 0.00 0.15 0.00 0.00 0.00 0.11 0.00 0.00 0.10 0.00 0.00 0.06 0.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.38 0.26 0.00 0.00 0.01 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Tier 1 Improvements H&H Model Results Report 100 Year 72 Hour Event Page - 54 of 63
U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.71 1.00 2.63 1.00 1.00 1.00 3.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.64 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00
0.00 0.00 0.02 0.01 0.01 0.01 0.01 0.01 0.00 0.02 0.03 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.02 0.02 0.00 0.02 0.02 0.02 0.01 0.01 0.00 0.02 0.02 0.01 0.01 0.02 0.02 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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1.00 1.00 0.90 0.45 0.41 0.32 0.65 0.42 1.00 0.62 0.15 0.99 0.98 0.99 0.99 1.00 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 0.77 0.56 1.00 0.83 0.68 0.94 0.54 0.57 1.00 0.84 0.80 0.38 0.91 0.77 0.79 1.00 0.84 0.81 0.85 1.00 1.00 1.00 1.00 1.00 0.98 0.01 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
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0.00 0.00 0.09 0.53 0.57 0.66 0.33 0.56 0.00 0.29 0.80 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.42 0.00 0.15 0.29 0.04 0.45 0.41 0.00 0.14 0.19 0.61 0.08 0.22 0.19 0.00 0.14 0.17 0.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.04 0.00 0.12 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.15 0.00 0.01 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.02 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879 U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
1.00 1.00 1.33 1.00 1.22 1.00 1.21 1.00 1.00 1.00 1.46 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.14 1.00 1.00 1.00 1.00 1.00 1.00 1.21 1.00 1.00 1.00 1.00 1.00 1.42 1.00 1.00 1.00 1.00 1.00 1.00 2.68 1.00
0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.00 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.00 1.00 1.00 0.99 0.99 0.97 0.99 0.99 1.00 0.99 0.99 0.81 0.14 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.95 0.57 1.00 0.77 0.99 1.00 1.00 0.98 1.00 1.00 1.00 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.41 0.00 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.04 0.00 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
***************************** Conduit Surcharge Summary ***************************** ---------------------------------------------------------------------------Hours Hours --------- Hours Full -------Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------C-WELL3W 77.99 77.99 78.00 0.00 0.00 C-WELL4E 0.44 0.44 2.31 0.00 0.00 CDT-101 23.43 23.43 23.48 0.27 8.67 CDT-103 23.23 23.34 23.53 0.74 9.09 CDT-105 22.91 22.97 23.21 0.90 4.45 CDT-107 21.00 21.31 22.12 1.65 13.22 CDT-109 21.02 21.20 21.25 1.52 6.51 CDT-11 62.78 62.78 65.03 10.57 13.71 CDT-111 20.73 20.99 21.67 1.15 8.69 CDT-113 20.26 20.69 20.37 0.72 5.14 CDT-115 22.55 22.75 22.61 0.02 9.84 CDT-121 28.76 29.27 75.15 0.00 0.13 CDT-123 55.42 55.42 55.43 1.55 9.65 CDT-125 53.32 53.33 53.32 0.01 5.41 CDT-171 22.26 22.26 23.17 0.00 0.00 CDT-173 14.84 15.84 15.34 0.03 4.63 CDT-175 13.65 13.80 13.71 0.00 1.31 CDT-177 13.65 13.80 13.71 0.00 1.21 CDT-179 6.99 6.99 12.96 0.00 0.01 CDT-181 4.52 4.74 4.77 0.00 2.90 CDT-183 17.36 17.53 17.40 0.01 4.58 CDT-185 4.52 4.74 4.76 0.00 2.90 CDT-187 39.82 40.06 39.95 0.00 15.28 CDT-189 39.82 39.95 40.06 0.00 15.28 CDT-191 12.89 13.18 12.96 0.00 1.41
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CDT-193 CDT-195 CDT-197 CDT-199 CDT-201 CDT-205 CDT-207 CDT-209 CDT-211 CDT-213 CDT-215 CDT-217 CDT-219 CDT-221 CDT-223 CDT-225 CDT-227 CDT-229 CDT-231 CDT-233 CDT-235 CDT-237 CDT-239 CDT-241 CDT-243 CDT-245 CDT-247 CDT-249 CDT-251 CDT-253 CDT-255 CDT-257 CDT-259 CDT-261 CDT-263 CDT-265 CDT-267 CDT-269 CDT-271 CDT-273 CDT-275 CDT-277 CDT-279 CDT-281 CDT-283 CDT-285 CDT-287 CDT-289 CDT-291 CDT-293 CDT-295 CDT-297 CDT-299 CDT-439 CDT-493 CDT-495 CDT-525 CDT-539 CDT-87 CDT-91 CDT-93 CDT-95 CDT-97 CDT-99 J-963_OUTFALL J561_OUTFALL J575_OUTFALL J920_OUTFALL LINK-WELL-2 U-1 U-100 U-101 U-102 U-103 U-104 U-105 U-106 U-11 U-110 U-112
22.89 45.84 21.89 21.88 21.80 21.87 21.32 27.70 27.71 25.86 22.55 21.92 21.95 18.32 21.80 18.30 20.93 22.13 22.13 21.88 19.96 20.60 23.27 22.13 21.10 21.10 21.77 22.02 18.30 21.35 23.24 23.24 20.53 21.71 18.59 14.32 14.32 6.83 20.04 22.73 20.43 20.06 22.73 20.06 20.64 20.08 20.12 18.38 23.13 19.84 18.30 21.67 57.08 40.31 54.24 53.46 60.54 16.62 0.00 66.32 27.66 20.78 20.61 25.05 78.00 60.02 77.99 60.00 40.39 56.96 29.71 33.26 32.48 39.99 63.93 25.34 24.33 61.36 62.89 59.75
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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22.99 45.84 21.94 21.98 21.95 21.95 21.50 27.92 27.92 27.85 22.63 21.97 21.96 18.32 21.88 18.30 21.02 22.19 22.15 22.12 21.02 20.65 23.35 22.19 21.16 21.16 21.82 22.21 18.30 21.44 23.35 23.35 20.67 22.02 18.64 14.50 14.50 6.83 20.23 22.77 20.46 20.09 22.77 20.09 20.71 20.13 20.13 18.38 23.17 19.89 18.93 21.99 57.22 52.98 55.13 54.89 60.54 16.63 0.00 66.32 29.71 20.82 20.66 27.42 78.00 60.02 77.99 60.00 40.39 61.75 36.70 40.18 38.47 41.38 63.94 26.86 24.33 61.46 63.07 59.81
23.56 45.84 22.08 21.90 21.82 22.11 21.98 27.92 27.92 26.44 22.84 22.45 21.99 18.32 21.81 18.30 21.13 22.15 22.19 21.99 20.05 23.11 23.27 22.15 23.27 23.27 22.13 22.07 18.30 21.37 23.24 23.24 20.71 21.89 18.60 14.86 14.87 6.83 20.09 22.92 20.56 20.07 22.92 20.07 20.89 20.09 20.16 18.38 23.21 20.03 18.42 21.88 60.69 42.98 54.89 54.11 60.54 37.85 0.00 66.32 32.47 20.90 20.78 25.66 78.00 78.00 78.00 78.00 77.99 56.96 38.47 41.38 43.53 56.32 63.93 34.43 78.00 61.37 63.33 63.33
0.08 0.00 0.02 0.00 0.00 0.02 0.07 0.00 0.00 0.14 0.02 0.00 0.06 0.00 0.01 0.00 0.00 0.00 0.00 0.02 0.04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.35 0.56 0.00 0.01 0.01 0.10 0.10 0.00 0.00 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.02 0.02 7.71 7.54 16.26 43.52 54.44 50.57 0.84 0.01 0.95 0.08 5.30 0.69 1.10 1.16 8.58 19.77 5.31 0.00 22.82 34.60 32.73 40.27 38.08 43.47 46.15 34.07 9.24 9.15 49.78 22.75
6.27 5.67 10.24 10.35 10.54 10.51 5.87 9.05 11.33 10.56 11.25 0.66 9.89 8.11 11.01 8.59 11.34 11.62 11.93 7.35 9.70 1.93 10.21 9.49 0.13 0.13 10.84 10.66 8.62 7.96 12.99 10.40 3.61 4.27 0.90 0.99 2.19 1.96 9.22 10.70 8.76 8.12 11.41 9.76 3.11 2.47 9.22 7.55 9.62 9.12 9.34 10.86 25.20 17.54 32.08 26.29 12.75 1.13 0.00 10.12 12.84 12.07 11.31 13.15 25.24 19.34 10.10 1.48 20.09 33.50 17.12 22.86 22.73 25.75 29.11 20.08 11.88 32.01 15.64 29.37
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U-113 U-114 U-118 U-121 U-122 U-125 U-129 U-13 U-131 U-141 U-142 U-147 U-15 U-150 U-153 U-155 U-156 U-158 U-16 U-160 U-161 U-165 U-167 U-17 U-171 U-172 U-176 U-177 U-18 U-181 U-184 U-186 U-191 U-193 U-195 U-196 U-197 U-199 U-20 U-200 U-201 U-202 U-203 U-204 U-206 U-207 U-208 U-211 U-213 U-214 U-22 U-220 U-221 U-227 U-228 U-231 U-232 U-233 U-237 U-239 U-240 U-242 U-244 U-245 U-249 U-25 U-251 U-253 U-254 U-256 U-259 U-26 U-260 U-261 U-262-NEW U-263 U-265 U-267 U-270 U-271
62.04 59.72 62.33 54.65 56.15 21.23 57.47 62.76 57.40 44.08 44.08 42.01 62.36 34.37 39.91 42.37 41.20 50.08 50.71 36.28 38.56 25.79 23.17 22.92 26.12 25.18 34.17 21.16 57.62 20.84 21.19 29.18 53.29 43.74 41.30 46.57 35.07 36.40 57.62 41.95 29.91 37.18 64.28 61.52 64.31 53.10 47.32 53.00 53.08 54.58 58.07 64.30 68.52 37.91 50.38 36.67 59.93 44.35 34.01 62.20 62.23 56.86 63.08 50.81 42.51 55.14 44.43 63.38 52.84 46.60 36.31 57.53 62.13 14.11 14.85 19.35 21.33 40.67 40.80 42.30
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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64.45 63.36 62.33 61.59 56.16 21.90 62.49 62.79 62.53 63.17 44.11 63.17 62.36 42.04 47.16 48.34 49.53 50.09 51.34 43.59 46.77 34.56 26.22 22.92 34.86 26.53 35.27 22.57 57.62 23.02 23.03 31.97 64.11 53.36 47.72 48.20 39.66 39.66 61.01 43.17 35.14 44.37 64.28 61.52 64.31 61.43 54.81 53.13 53.08 54.58 61.01 64.76 68.52 42.99 50.38 40.83 62.34 45.66 52.98 63.13 63.15 58.54 63.15 50.88 50.81 58.18 52.21 63.38 53.04 54.32 45.64 57.53 62.93 15.48 19.72 19.35 21.66 51.47 51.90 51.05
62.04 59.81 62.38 54.74 61.63 22.71 57.54 62.76 57.54 44.11 63.19 42.04 64.88 47.15 48.34 49.50 50.12 63.19 51.35 49.39 46.39 26.22 26.53 23.83 26.53 35.46 35.46 21.89 61.01 21.89 22.31 31.71 53.35 47.72 48.21 60.94 37.58 40.15 57.62 52.59 39.32 42.29 64.31 64.31 64.31 54.86 53.09 64.09 64.21 78.00 58.07 64.37 68.52 50.38 64.31 44.78 63.80 59.65 36.66 62.34 62.48 59.97 63.19 63.15 50.88 57.70 50.77 63.40 63.02 47.99 42.20 61.01 62.45 14.60 14.97 78.00 53.93 51.90 51.05 53.91
61.23 37.58 39.62 40.55 33.77 43.08 39.57 55.45 50.33 55.31 55.25 54.72 3.26 58.02 54.24 45.94 56.49 52.04 52.62 48.98 58.02 54.40 61.06 0.00 55.94 62.87 51.24 54.58 42.80 59.70 58.62 61.86 59.46 53.11 54.14 58.96 42.07 55.43 57.09 59.17 57.52 47.65 61.07 57.01 56.80 58.61 57.52 59.43 58.26 0.00 58.81 51.56 56.06 48.77 58.15 20.48 0.00 62.24 33.32 57.13 59.89 26.58 59.60 52.84 52.48 41.97 46.34 59.66 60.17 10.26 56.60 55.25 62.89 27.84 22.43 0.00 0.00 53.54 52.76 53.71
28.94 39.38 38.54 40.63 31.80 19.57 19.60 37.85 38.62 14.29 17.18 16.51 12.95 25.20 33.48 26.76 25.44 27.64 29.32 19.94 22.25 21.80 20.05 0.56 22.80 21.55 27.90 1.62 28.61 9.73 9.97 12.70 38.96 28.63 31.25 32.61 7.01 21.54 35.09 24.15 18.29 15.63 32.44 22.60 32.23 31.36 37.52 34.78 36.92 7.44 41.14 24.58 33.45 28.31 35.68 8.57 10.51 16.54 9.85 42.99 29.94 30.58 31.69 26.24 22.25 36.09 20.52 40.59 32.42 23.63 32.37 16.65 25.55 12.53 14.47 0.11 0.39 17.81 16.89 32.40
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U-274 U-277 U-28 U-280 U-286 U-289 U-29 U-290 U-291 U-293 U-294 U-295 U-298 U-299 U-300 U-304 U-308 U-308A U-309 U-312 U-315 U-316 U-319 U-322 U-325 U-327 U-328 U-330 U-332 U-335 U-337 U-34 U-341 U-344 U-345 U-346 U-347 U-348 U-35 U-351 U-352 U-353 U-354 U-357 U-358 U-364 U-364A U-366 U-37 U-372 U-373 U-376 U-379 U-38 U-382 U-385 U-386 U-388 U-390 U-391 U-392 U-394 U-397 U-398 U-399 U-402 U-404 U-406 U-407 U-408 U-409 U-411 U-412 U-413 U-414 U-415 U-416 U-417 U-418 U-419
56.49 56.49 46.74 40.90 36.28 30.05 46.74 29.73 37.22 45.30 53.30 48.86 44.46 44.96 39.82 63.65 26.69 34.42 31.87 22.29 21.92 23.99 18.61 18.68 18.39 18.39 22.67 30.34 57.02 39.15 31.69 36.30 64.74 38.78 26.49 52.52 40.69 26.03 36.38 61.92 38.88 52.29 22.24 20.78 33.73 62.06 53.26 35.71 60.97 30.17 50.86 29.41 63.06 24.84 34.68 40.81 63.51 55.06 52.94 55.02 52.47 63.08 63.02 20.07 61.46 48.55 47.67 44.69 58.28 58.77 39.20 34.40 33.14 35.15 47.46 41.77 63.99 18.15 39.35 64.33
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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56.49 61.02 61.01 63.06 63.06 36.29 46.74 40.92 39.96 45.32 63.06 53.33 47.61 56.12 47.72 63.93 41.02 41.01 38.10 32.94 28.10 26.02 19.29 19.25 19.25 18.44 27.72 30.34 57.02 39.22 34.26 60.97 64.78 38.80 38.09 62.72 52.60 35.24 60.97 62.45 42.62 52.30 28.75 25.28 43.88 62.06 53.32 62.84 60.97 35.78 63.64 32.93 63.11 26.01 42.66 52.69 63.55 60.31 56.76 55.02 55.03 63.08 63.15 21.28 66.89 63.41 48.57 63.32 63.80 64.00 47.81 45.80 41.62 42.87 64.07 41.81 64.16 18.26 39.35 78.00
61.01 56.49 46.74 40.92 36.29 45.32 61.01 39.96 56.11 63.06 53.32 56.12 56.11 47.74 46.35 63.65 32.94 47.10 47.59 28.11 26.02 28.56 18.95 18.95 18.40 18.90 27.70 63.51 64.78 63.18 56.05 36.30 64.75 64.32 38.80 52.58 47.11 32.90 36.39 62.45 52.30 62.85 23.69 23.69 44.27 62.06 53.27 35.78 60.97 47.11 50.86 50.83 63.08 27.91 43.57 43.57 63.53 55.30 55.30 64.78 60.27 66.89 63.09 21.01 61.46 48.59 62.14 44.76 58.32 58.91 45.78 41.62 42.88 41.41 47.52 64.16 64.15 18.18 58.51 64.33
27.25 36.30 50.83 55.56 53.99 53.48 53.52 51.57 52.02 46.26 57.46 47.21 48.66 48.45 37.09 64.36 56.63 53.00 54.33 64.55 64.05 60.44 59.45 59.51 61.99 62.00 43.84 0.00 0.02 43.19 0.00 45.44 43.63 56.47 0.16 58.51 64.14 45.51 51.46 54.40 28.64 24.19 42.22 57.00 57.83 49.78 7.38 54.39 34.97 52.97 51.26 0.00 53.39 5.98 37.94 39.89 26.45 40.06 27.72 0.00 0.00 0.00 56.67 44.93 62.20 57.99 49.80 56.91 44.25 27.89 2.02 49.41 51.20 40.02 59.33 52.37 61.68 1.17 41.76 19.21
16.72 23.03 24.31 14.05 8.72 5.11 19.92 6.67 9.47 12.96 42.05 33.21 30.76 12.59 16.87 37.24 11.56 10.75 24.61 2.71 1.88 2.54 1.01 14.46 11.30 11.17 3.89 0.67 4.67 14.04 3.71 11.46 19.46 19.29 2.15 41.73 31.53 5.98 10.06 44.71 14.60 11.64 1.51 14.74 6.16 0.68 7.98 10.89 41.31 5.84 20.21 3.17 52.35 6.57 23.29 11.97 35.86 42.14 18.38 3.25 10.34 1.74 36.88 1.58 32.86 38.22 32.67 17.21 37.96 13.61 8.00 19.91 24.44 21.57 32.34 18.98 33.11 0.71 29.52 16.08
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U-420 U-421 U-423 U-428 U-430 U-434 U-437 U-439 U-44 U-440 U-441 U-443 U-445 U-447 U-448 U-449 U-45 U-450 U-451 U-452 U-454 U-456 U-463 U-464 U-466 U-468 U-468-NEW U-469 U-47 U-48 U-481 U-483 U-486 U-489 U-492 U-495 U-496 U-497 U-498 U-5 U-50 U-500 U-501 U-502 U-503 U-507 U-509 U-513 U-514 U-518-NEW U-519-NEW U-522 U-523 U-524-NEW U-525 U-526 U-527 U-53 U-530 U-531 U-533 U-534-NEW U-537 U-538 U-54 U-543 U-545 U-547 U-548 U-549 U-55 U-550 U-555 U-557 U-559 U-56 U-562 U-565 U-568 U-569
58.48 21.41 20.63 20.38 19.78 19.38 39.27 39.33 36.20 38.13 23.32 21.06 18.33 58.33 55.34 20.63 22.10 15.36 14.06 2.69 1.87 1.37 0.87 18.08 34.30 22.50 20.43 22.95 61.65 64.93 65.25 65.25 23.03 21.98 35.30 51.41 18.18 0.00 0.00 57.05 64.97 60.41 18.48 48.62 10.49 10.16 4.29 22.24 24.89 31.88 21.92 19.15 23.63 19.71 19.74 19.49 19.79 64.52 23.62 59.98 63.54 22.55 63.60 54.51 64.39 33.82 65.75 21.18 9.96 9.96 64.40 45.67 39.50 45.60 36.12 48.83 44.26 62.64 27.32 29.48
Hydraulic and Hydrologic Analyses Report VKB Implementation of SWMP
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58.48 22.63 22.30 21.88 21.75 21.31 56.56 39.33 36.20 38.13 27.54 25.63 19.80 58.34 55.34 21.77 34.31 16.04 16.04 6.10 2.40 1.95 0.92 18.50 34.30 22.51 22.06 22.95 61.65 64.93 65.25 66.13 23.06 21.99 39.55 51.41 21.34 0.00 0.00 57.05 64.97 60.46 23.42 48.65 10.49 10.49 4.34 22.73 25.03 32.58 22.16 22.81 23.65 19.77 19.78 19.52 19.79 64.53 23.90 59.98 63.54 22.55 63.60 54.51 64.53 56.03 65.75 21.18 9.96 9.96 64.40 57.41 39.50 62.64 45.59 64.54 44.27 62.64 34.90 34.80
58.48 22.30 21.88 21.75 21.31 20.89 39.27 61.02 60.98 61.02 38.11 24.66 21.43 62.19 63.24 31.77 36.20 28.84 15.75 15.80 4.48 1.81 6.61 19.28 61.03 24.61 20.77 60.73 62.13 64.97 66.13 65.25 23.09 24.61 52.33 60.37 20.88 0.00 0.97 61.75 64.97 61.94 21.29 59.67 60.14 11.78 25.22 22.49 41.50 32.13 22.35 19.15 23.66 22.02 19.76 19.72 19.82 64.54 56.96 65.19 63.84 78.00 65.00 60.38 64.40 35.13 65.75 78.00 61.29 43.37 64.54 48.93 63.60 45.60 44.27 48.88 62.64 62.64 34.81 37.77
34.29 3.90 13.97 21.93 30.94 29.82 46.14 32.08 2.62 17.10 17.92 32.87 0.86 0.00 0.03 0.17 0.92 0.03 19.57 28.41 4.40 1.57 0.00 0.28 0.75 0.00 0.58 0.21 30.21 4.16 55.50 29.66 11.38 0.00 40.66 1.69 61.52 61.53 62.00 0.00 45.09 0.18 61.98 0.00 0.00 22.92 0.00 10.54 0.06 47.14 0.00 34.42 21.61 0.00 21.48 21.24 21.27 45.69 0.00 41.46 3.89 16.72 3.04 0.00 38.07 0.00 55.37 2.12 0.00 0.00 18.73 0.00 0.00 52.48 40.59 58.58 47.05 47.56 34.60 29.06
37.43 3.51 11.82 17.26 18.95 18.52 31.66 22.73 13.01 5.18 2.19 3.49 1.64 8.35 6.38 3.30 5.18 0.24 12.93 0.26 1.32 1.16 0.15 1.05 0.91 0.02 2.58 0.42 38.09 16.15 55.72 26.75 0.33 0.02 9.15 4.21 15.24 0.00 0.00 8.46 33.19 10.12 16.12 7.91 0.18 0.75 0.02 9.24 1.63 27.31 0.06 6.18 11.86 1.44 16.93 2.16 2.20 32.86 1.53 22.83 2.09 16.57 3.69 13.58 27.49 7.46 24.15 2.13 0.00 0.00 22.29 10.87 11.00 35.54 23.33 19.37 23.65 47.02 21.25 20.25
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U-570 U-572 U-573 U-574 U-575 U-580 U-583 U-584 U-587 U-589 U-59 U-590 U-591 U-596 U-599 U-60 U-601 U-604 U-608 U-609 U-612 U-614 U-616 U-618 U-62 U-620 U-621 U-623 U-624 U-625 U-628 U-629 U-632 U-633 U-637 U-64 U-640 U-643 U-646 U-648 U-649 U-651 U-652 U-653 U-656 U-657 U-659-NEW U-66 U-663 U-668 U-671 U-674 U-675 U-678 U-68 U-681 U-682 U-684 U-685 U-686 U-687 U-688 U-690 U-694 U-695 U-696 U-70 U-701 U-704 U-706 U-707 U-708 U-71 U-710 U-711 U-717 U-718 U-719 U-720 U-721-NEW
35.60 54.80 11.76 11.74 16.41 29.91 44.43 36.39 48.28 37.26 26.37 60.98 34.82 34.79 31.38 41.67 60.98 60.99 53.20 22.23 23.48 22.97 27.73 62.78 66.29 63.73 63.73 48.50 38.72 30.91 38.13 24.13 12.90 12.79 12.98 62.83 12.91 12.94 32.94 32.94 33.25 34.17 34.40 32.27 33.47 34.69 18.18 41.96 13.87 13.83 13.86 13.77 13.61 13.73 34.11 14.93 16.61 66.82 64.61 64.45 59.91 45.36 65.13 65.09 40.16 63.36 34.80 22.00 65.21 66.12 41.52 55.09 34.35 60.63 33.45 63.68 63.61 26.08 59.69 63.19
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37.76 58.96 11.76 11.76 16.41 36.30 44.43 36.39 49.01 56.29 27.72 60.98 34.82 34.82 42.73 44.34 60.98 61.00 54.34 25.16 26.21 26.31 38.03 62.78 66.29 78.00 63.73 61.48 48.50 44.00 38.14 25.55 12.90 12.82 13.01 62.85 13.07 13.06 33.78 33.64 33.85 34.56 34.40 34.21 34.69 37.32 18.18 62.83 14.10 14.73 14.49 13.79 14.16 14.17 41.99 17.69 21.16 66.83 64.71 64.58 59.92 61.27 65.15 65.16 46.30 63.37 42.70 22.00 65.24 66.12 48.76 57.24 41.18 60.63 35.72 64.17 63.72 26.15 59.69 63.19
58.95 58.15 64.78 14.97 78.00 44.44 60.98 60.98 56.29 38.05 57.23 60.98 61.01 60.98 35.59 58.51 60.99 60.99 54.35 26.21 26.31 38.03 36.96 62.79 66.29 63.73 63.73 48.50 43.99 38.14 61.46 26.43 12.94 12.90 13.18 62.83 13.01 13.07 33.64 33.85 34.56 34.28 78.00 34.55 34.21 34.69 78.00 41.98 18.36 14.04 13.99 13.80 14.11 16.28 42.70 15.94 17.08 67.20 64.69 64.65 61.30 45.39 65.17 65.15 52.08 63.37 41.18 61.96 65.24 66.12 48.96 60.63 41.60 63.34 46.09 63.72 64.17 26.27 59.70 63.19
3.33 23.40 0.00 0.00 0.00 45.74 45.27 47.57 14.08 46.26 0.00 52.41 57.13 53.81 23.81 52.70 53.90 45.33 35.97 32.80 32.04 0.00 48.86 52.16 56.29 19.31 24.55 49.70 24.21 41.42 43.76 16.47 14.04 25.71 48.84 46.15 49.90 33.01 32.82 26.77 41.08 25.31 3.28 53.21 37.28 40.20 2.07 52.66 61.21 61.71 61.87 46.03 55.23 61.35 51.94 63.27 62.61 5.35 31.49 56.75 17.20 37.70 65.31 61.81 26.19 41.97 44.83 0.00 52.38 24.35 17.40 37.85 46.12 20.73 27.84 32.30 37.60 19.41 56.68 51.71
10.16 33.68 0.04 0.14 0.00 14.03 24.42 18.15 15.39 29.29 1.92 28.56 24.92 18.00 8.55 29.68 25.42 36.91 31.49 15.67 12.25 0.89 20.65 27.86 54.54 19.10 5.00 22.90 11.76 15.62 23.61 6.76 12.57 12.59 12.70 31.18 12.73 12.11 30.30 24.25 31.83 22.76 3.19 31.54 31.83 32.94 1.96 33.92 9.86 13.77 13.74 13.74 9.19 13.24 25.20 13.20 13.65 1.48 31.72 42.76 21.26 19.47 22.83 26.45 19.24 22.43 25.09 2.24 39.81 19.40 14.98 33.99 26.64 31.93 24.60 41.78 39.84 19.36 12.13 14.55
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U-725 U-727 U-729 U-73 U-731 U-732 U-734 U-736 U-738 U-74 U-740 U-741 U-743 U-745 U-747 U-749 U-75 U-751 U-753 U-755 U-763 U-766 U-769 U-77 U-772 U-775 U-778 U-783 U-786 U-789 U-792 U-795 U-796 U-8 U-801 U-804 U-807 U-81 U-810 U-811 U-815 U-816 U-82 U-820 U-823 U-826 U-829 U-83 U-832 U-833 U-834-EAC U-835 U-837 U-838 U-839 U-840 U-841 U-842 U-846 U-847 U-848 U-851 U-852 U-854 U-856 U-858 U-860 U-863 U-864 U-865 U-866 U-867 U-868 U-869 U-871 U-872 U-874-NEW U-875 U-878 U-879
59.96 11.57 11.67 36.57 12.92 13.00 13.79 12.90 10.19 37.08 8.81 6.40 5.65 5.63 5.60 8.73 36.83 8.91 9.15 5.18 2.19 0.92 0.56 37.76 0.22 0.00 0.61 18.48 15.83 16.17 17.64 16.32 22.19 55.88 21.68 17.81 18.02 44.36 19.21 18.76 18.47 24.57 41.58 21.94 17.99 17.92 18.92 45.48 21.22 18.61 23.46 59.57 43.39 62.77 46.65 47.67 46.10 66.16 19.89 20.01 59.96 60.96 60.97 42.55 46.55 43.16 39.66 60.45 61.01 61.01 64.61 68.83 68.47 0.00 67.20 55.46 12.39 12.87 12.07 12.69
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65.19 11.61 11.93 41.60 13.63 13.45 15.46 13.65 10.75 41.64 10.75 6.61 5.71 5.71 5.75 9.01 44.83 9.50 9.85 6.05 2.53 0.98 0.92 42.76 0.56 0.00 0.61 18.49 17.28 17.19 17.72 16.70 24.55 55.88 21.69 18.91 19.09 47.61 19.25 19.26 19.00 24.72 53.98 21.95 19.19 19.05 19.15 45.84 21.25 19.67 23.60 59.57 48.92 62.79 62.81 47.67 52.83 66.16 20.14 20.04 62.18 60.98 60.97 50.53 52.49 50.15 48.45 60.45 61.01 61.01 64.67 68.83 68.47 0.00 67.20 56.32 12.39 12.87 14.14 13.60
59.96 11.57 11.81 44.83 13.29 13.50 15.65 14.52 13.56 44.83 10.31 9.13 6.43 5.72 5.83 9.29 42.76 9.48 12.20 5.73 2.19 0.92 0.56 47.56 0.22 0.00 22.19 22.24 17.19 17.72 20.44 16.98 22.19 62.03 24.58 19.09 19.25 53.95 21.82 19.59 19.59 24.59 45.85 24.73 19.05 19.15 21.25 61.76 21.95 18.75 29.82 61.34 52.33 64.57 47.66 64.59 51.93 66.16 20.00 20.14 60.47 60.97 60.97 47.00 50.16 48.47 44.76 60.46 61.05 61.30 64.71 78.00 78.00 78.00 78.00 57.23 77.99 61.68 13.60 22.89
38.93 48.24 57.76 43.92 62.13 55.32 62.27 63.08 64.24 20.49 61.43 62.65 62.30 61.75 61.60 58.84 45.37 52.39 49.64 45.07 24.03 16.25 23.59 47.47 21.64 4.88 65.68 26.22 21.25 27.74 42.60 9.01 64.37 0.00 26.70 22.04 32.05 44.15 37.49 17.33 33.27 52.82 48.94 24.69 22.67 29.82 41.66 48.00 22.13 5.05 0.45 0.00 0.42 45.06 44.42 47.69 27.02 54.54 0.03 0.02 53.51 43.93 44.14 29.81 28.62 32.38 33.18 35.42 0.13 0.00 64.25 1.45 2.35 0.00 0.44 0.59 7.82 7.65 53.47 59.24
27.86 11.50 11.59 28.70 12.65 12.54 1.44 1.36 0.26 8.43 8.52 5.49 4.87 5.59 5.52 8.58 27.86 8.66 8.80 4.55 2.19 0.92 0.56 29.44 0.22 0.00 0.00 16.90 14.95 14.72 15.39 8.07 20.61 9.47 18.65 16.93 15.23 30.20 17.47 15.02 15.40 22.70 29.31 18.73 17.04 15.98 16.84 27.09 16.40 7.83 2.36 6.13 11.86 19.87 26.41 30.29 17.24 31.82 0.07 0.04 43.69 44.09 29.92 23.48 26.74 27.47 25.92 27.13 16.28 6.10 30.04 1.45 2.35 0.00 2.55 12.64 7.61 0.00 11.70 12.03
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U-88 U-880 U-885 U-90 U-91 U-92 U-96 U-97 U-98 U-99
30.68 14.49 61.68 31.09 62.19 21.84 31.40 60.42 61.54 34.26
37.00 15.05 61.69 37.86 62.36 23.07 39.88 61.34 62.10 42.98
40.46 20.60 61.68 40.46 62.55 22.34 37.92 61.83 61.98 40.18
40.94 0.00 62.42 43.15 52.25 31.43 42.31 48.32 28.47 41.31
23.78 0.67 58.46 10.14 13.84 17.74 8.19 21.62 24.81 23.39
******************* Pumping Summary ******************* --------------------------------------------------------------------------------------------------------Min Avg Max Total Power % Time Off Percent Number of Flow Flow Flow Volume Usage Pump Curve Pump Utilized Start-Ups CFS CFS CFS 10^6 gal Kw-hr Low High --------------------------------------------------------------------------------------------------------PS-HC1-LAG 17.64 723 8.00 8.00 8.00 2.964 119.00 0.0 100.0 PS-HC1-LEAD 17.64 723 8.00 8.00 8.00 2.964 119.00 0.0 100.0
Analysis begun on: Wed Nov 18 14:02:44 2015 Analysis ended on: Wed Nov 18 14:13:00 2015 Total elapsed time: 00:10:16
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APPENDIX G
Catalog of Green Infrastructure Tools (GIT Consulting, Inc)
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GIT CONSULTING LLC
CATALOG OF GREEN INFRASTRUCTURE TOOLS This section provides a summary of tools and applications for reducing of stormwater infrastructure such as roads, public works, and facilities at the neighborhood scale. On the block scale, the implementation of light imprint methods reduces stormwater runoff by decreasing the overall footprints of buildings. This section is based on the Light Imprint New Urbanism book, by Tom Low et al, which considers four and Light Imprint categories (also Green Infrastructure categories): References i. New York State Stormwater Management Design Manual, 2015 ii. County of Los Angeles Department of Public Works Standards Manual February 2014 Low Impact Development iii. Urban Hydrology for Small Watersheds TR-55, June 1986 iv. Light Imprint Handbook: Integrating Sustainability and Community Design, Tom Low, 2010 The green infrastructure tools are based on the following four categories: 1.
2.
3.
4.
Paving - to provide vehicular and pedestrian access Paving is a prominent feature in the landscape which provides vehicular and pedestrian access. It plays a large role in receiving, producing, and distributing stormwater runoff. Paving GI tools included in this project include choices for paving materials of various degrees of permeability. The best features of each paving tool were maximized by selection based on mode and volume of traffic and low maintenance requirements. For example, a very stable material that is less pervious will be used in the urban zones which will have larger amounts of commercial and vehicular traffic. Furthermore areas with heavy traffic require a low maintenance and sturdy paving material to keep repairs to a minimum. Less sturdy materials were applied for light traffic volume and pedestrian areas Channeling - Channeling provides water conveyance features. Paving GI tools were applied throughout the project to ensure capturing and channeling stormwater to areas which can maximize on-site water retention. The channeling GI tools were positioned to take into consideration pedestrian movement and the fraction of impervious surface. Some channeling tools provide an opportunity to produce an artistic form for the movement of water. The main function of the Channeling tools were to maximize the functions of storage and filtration. Storage - Storage tools provide water retention on site to reduce the surface runoff and to provide sufficient time for water to infiltrate the subsurface. Overly large ponds limit traditional neighborhood development because of size, volume, and flow regulations. The GI Storage tools in this project were calibrated to the topography. Public spaces such as parks, plazas, and greenways were used to provide storage create beautiful amenities. Public spaces with a storage functionality as a main component were preferably located in low areas to allow water to drain naturally. Cost is also minimized by the need for less grading and by eliminating large subsurface storage tanks and conveyances (piping, manholes). Storage tools which were applied provide distributed storage capacities which cumulatively attain the capacity required by the development. Filtration - Filtration was incorporated in all GI tools by avoiding concrete surfaces for storage and conveyance features. Maximizing the infiltration rates and capacities are important to increase aquifer recharge, while reducing surface water run-off. Many current stormwater filtration processes involve the use of expensive, highly technological methods that accomplish the same results that natural processes have throughout history. The main function of the filtration GI tools is to mimic the natural system with its general simplicity of allowing water to recharge the aquifer. The expensive filtration tools are economically feasible in the more urban zones of the suburban to urban urban. The filtration tools can also serve as civic amenities when they are well integrated into a design. Rain gardens can be beautiful public features; green fingers can be very active parks. Waterscapes can serve as beautiful teaching tools in urban plazas. There are many filtration processes in this tool box that are successful in improving water quality within the built and natural environment.
The sections below describe each set of Green Infrastructure tools and include discussion of use, costs and maintenance:
A.
PAVING
The first of four categories in the Light Imprint tool box is paving. Paving is a prominent feature in the landscape. It plays a large role in receiving, producing, and distributing stormwater runoff. Tools included in the paving category are arranged on the Light Imprint matrix according to the r urban; they range from rural to urban zones. There are choices for paving materials of various degrees of permeability for any particular urban zone. For example, a very stable material that is less pervious would be used in the most urban zones; large amounts of commercial and vehicular traffic require greater stability. In a similar fashion, maintenance plays a critical role in choosing an appropriate paving material. Dense urban areas with heavy traffic require a low maintenance, sturdy paving material to keep repairs to a minimum. In some urban areas, mixed-use development and the availability of mass transit reduce vehicular volumes, which can affect paving material selections. Less sturdy materials are more appropriate for urban zones that have light traffic volume. The best features of each paving tool can be maximized by selection based on mode and volume of traffic. Each paving tool has a description that explains the appropriate place on the suburban to urban urban for its use and why it is chosen. The initial cost of each tool is also given; it is based on the cost of material and installation. A.1
CAST/PRESSED CONCRETE PAVER BLOCK
Cast or pressed concrete pavers are solid blocks set on a surface with joints that leave open spaces between each unit. The joints may be filled with loose aggregate or pervious material such as pea gravel, sand, or soil. Another option is to plant grass in the joints. Concrete pavers may be dyed during the manufacturing process. Additionally, the blocks can be pressed with a pattern that simulates other more expensive materials such as brick, stone, or wood. Use: Concrete paver blocks are most appropriate for urban zones. Since the blocks form a semi-rigid grid system, they can withstand moderate to heavy vehicular use. Due to the flexibility of the system, the pavers can accommodate some subsurface soil displacement caused by freeze/thaw cycles. When the joints are not filled with aggregate or some pervious material, concrete pavers should not be placed on extreme slopes or in areas where sediment is prevalent. Cost: Concrete paver blocks are moderately expensive at installation. The initial cost depends on the size of the pavers and the type of material used to fill the joints. Since each block must be laid individually, the cost of labor adds to the total cost of this paving method. Maintenance: Since concrete paver blocks require little maintenance, the cost over the life cycle of the material is low. The material is manufactured in individual units allowing easy replacement should one unit be damaged. If placed in a heavy vehicular use area, the filler used in the joints may need to be replenished on a regular basis. Joints filled with grass may need additional seeding. Anchored borders are recommended to keep the pavers in the designated area.
Cast/Pressed Concrete Paver Block - Seaside, FL
Cast/Pressed Concrete Paver Block - Tannin, FL
A.2
GRASSED CELLULAR CONCRETE
Description Grassed cellular concrete is a reinforced concrete system with central voids set on a base of gravel and sand. The optimal plants to use within these cells are low growing groundcovers and grasses, preferably self-sustaining native species. This material is very porous; it drains water at a rate of eighty to ninety percent of natural grassland, depending on the solid-to void ratio and the type of soil. The cells may be precast or cast on site and may be individual cells or blocks of cells, depending on the manufacturer and the application. After placement, the voids are filled with aggregate or planting material. This method has great design flexibility as the cells come in a variety of configurations and patterns. Use Grassed cellular concrete is structurally flexible and may be placed on non-compacted soil. It is able to accommodate some subsurface soil displacement caused by freeze/thaw cycles. The netlike structure spreads the traffic weight throughout the grid allowing heavy vehicular use at slow speeds and pedestrian use. This method is appropriate in the suburban urban zones for light vehicular surfaces such as sporadically used parking lots, alleys, rear lanes, driveways, parallel parking lanes, pedestrian walkways, and patios. The system is not optimal for locations subject to heavy sedimentation that can clog the cells and thereby minimize perviousness. Cost Grassed cellular concrete is moderately expensive to install. The price is higher than conventional pavings such as concrete or asphalt. Much of this cost, however, is offset by the fact there may be no need for an additional surface drainage system. Maintenance Grassed cellular concrete requires minimal maintenance after installation. Vegetation must be sown, irrigated, and maintained; native species may reduce the need for long term maintenance.
Grassed Cellular Concrete - Miami, FL
A.3
PERVIOUS ASPHALT
Description Asphalt is a commonly used term that refers to a material composed of aggregate bound with a black solid or semisolid substance distilled from a petroleum byproduct. Pervious asphalt uses open graded (uniformly sized) aggregate, as opposed to the finely graded (various size) aggregate used in standard asphalt. Using open graded aggregate leaves voids between the aggregate that allow water to flow through. Also, pervious asphalt uses less asphalt binder to ensure that many of the voids between pieces of aggregate are not clogged. Pervious asphalt is laid over an aggregate base that retains stormwater until it can filter through to be absorbed by the subsurface. Use Like conventional asphalt, pervious asphalt can be used in a diverse array of applications. It is appropriate for use in SUBURBAN through URBAN urban zones. Due to cost, the use of pervious asphalt in more rural SUBURBAN zones may be limited to primary streets and rear lanes that receive moderate vehicular use. In the SUBURBAN and URBAN zones, pervious asphalt may be used more frequently for primary streets as well as alleys and parking areas. The material is not ideal in heavy vehicular use areas due to its susceptibility to fracture. Cost The cost of pervious asphalt is slightly higher than conventional asphalt. The installation cost involves the site work needed such as grading, compaction, and sub-base layering. Installation of pervious asphalt for vehicular use will have a much higher cost than the installation of a pedestrian foot path. Maintenance The lifecycle cost of pervious asphalt is inexpensive, and similar to conventional asphalt. It requires periodic maintenance, such as biannual vacuuming, but this may be done in sections. In areas of heavy vehicular use, it is important to obtain the proper bitumen mix to prevent imperviousness due to compression.
Pervious Asphalt Concept & Surface
A.4
PERVIOUS CONCRETE
Pervious concrete is a material used for many construction applications. It consists of cement (most often Portland cement), aggregate (usually gravel and little to no sand), water and admixtures. In road construction, it is poured on site. Pervious concrete is made with open-graded (uniformly sized) aggregate bound to the Portland cement, creating voids in the concrete that allow water to drain through. Use Pervious concrete is one of the strongest and most durable of all porous paving materials. It also creates a smooth and regular surface with high traction. It has applications in the SUBURBAN through URBAN urban zones. It is suitable for heavy vehicular volume and weight. Cost The initial cost of materials and installation is more expensive than regular concrete. Like pervious asphalt, however, these costs are often offset by the fact that no subsidiary surface drainage system is required. Maintenance Pervious concrete, similar to conventional concrete, requires minimal maintenance.
Pervious Concrete - Woodsong, NC
A.5
PEA GRAVEL/WASHED STONE
Pea gravel is an unbound aggregate placed on top of natural or compacted earth. It is similar to crushed stone/gravel/shell except that it consists of smooth round stones as opposed to the angular pieces that comprise crushed stone paving. This softer, more refined look is appropriate for the urban environments of the SUBURBAN, and URBAN urban zones. It is available in many sizes and varieties of stone. Pea gravel is an abundant, naturally occurring material; it can be recycled and reused for other applications. Use Pea gravel can withstand moderate to heavy vehicular volume and weight as well as pedestrian use. In the URBAN zone, this material is used in alleys and rear parking areas. It is also used in place of grass for some park and pedestrian plazas because it is porous, suppresses weed growth, and requires minimal maintenance. Cost Pea gravel is easy to install. Additionally, it is inexpensive. Maintenance Pea gravel has a low lifecycle cost because of its low maintenance requirements. Occasional weeding may be necessary. Heavy vehicular use may result in displacement of the material. In that case, the material can be raked back into place or additional aggregate can be spread. In dry areas, proper care should be taken to avoid airborne dust associated with vehicular use.
Pea Gravel
Pea Gravel - Serenbe, GA
Pea Gravel - Serenbe, GA
 A.6
STONE/MASONRY PAVING BLOCKS
Stone pavers are solid blocks set on a surface with joints that leave open spaces between each unit. The joints may be filled with mortar, sand, soil, or pervious material such as pea gravel or other loose aggregate. Other options are to plant grass in the joints or leave them empty. This common paving material has been used throughout history; it is still widely used today. Since stone is a naturally occurring, abundant material that varies by region, many varieties of stone paving blocks are available. Some common types of stone include limestone, fieldstone, granite, marble, quartz, and slate. The diversity of stone provides great flexibility in design. Use Stone pavers form a semi-rigid grid system. They can withstand moderate to heavy vehicular use. Due to the flexibility of the system, the pavers can accommodate some subsurface soil displacement caused by freeze/thaw cycles. When the joints are filled, stone pavers provide a rigid surface and can accommodate the heaviest weights. When the joints are not filled with aggregate or some pervious material, stone pavers should not be placed on extreme slopes or in areas where sediment is prevalent. Cost Stone paver blocks are usually expensive when first installed. The initial cost depends on the size of the pavers and the type of material used to fill the joints. Since each block must be laid individually, the cost of labor adds to the total cost of this paving method. Maintenance Stone paver blocks require little maintenance. That keeps costs low over the lifecycle of the material. The material is available in individual units allowing easy replacement should one unit be damaged. If placed in an area of heavy vehicular traffic, the filler used in the joints may need to be replenished on a regular basis. Joints filled with grass may need additional seeding.
Stone Paving Blocks â&#x20AC;&#x201C; Installation
 A.7
WOOD PLANKS
A wood plank road, sometimes called a puncheon, is typically constructed of planks at least two inches thick and eight feet long. The planks are nailed or screwed to square stringers or placed directly on the earth. They may be laid either parallel or perpendicular to the path of travel. Wood for planks commonly comes from denser, lumber-milled evergreen trees. This was a very common method of paving in the mid-19th century. Today, synthetic or composite planks are also used. Use Wood plank roads and walkways are appropriate for the most rural zones. They can accommodate pedestrian and light vehicular use. They are appropriate for the T1 urban zone in environmentally sensitive areas. Wood planks are also often used for decks of bridges. In this application, they are placed on a structural base, typically metal trusses, and are able to withstand heavier vehicular weight. Most types of wood planks are treated to prevent rot and termites. Avoid using treatments that pose health threats to humans and the environment. This should also be a consideration when selecting synthetic or composite planks. Cost Planks roads are very expensive to build. Lumber for their construction is costly unless harvested and milled on-site or nearby. Additionally, installation is labor intensive. Maintenance Wood plank roads and walkways require significant maintenance, as wood is susceptible to rotting and warping. Vehicular wood plank roads are generally cost prohibitive. Pedestrian plank walks require less maintenance if the wood is properly treated before construction. The use of better fasteners, such as screws rather than nails, will prevent the need for much maintenance.
4 Wood Planks - Near Bon Secour, AL
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 A.8
CRUSHED STONE/GRAVEL/SHELL
Crushed stone, gravel, and shell (or any non-bound aggregate material) spread over soil can be used for paving. This method uses abundant natural materials, such as stone and shells, as well as recycled materials like crushed brick and concrete. The strength of the material is based on the hardness of the aggregate and the stability of the soil. Mineral aggregates, such as limestone, dolomite, granite, and quartz, are generally the strongest type of aggregate. Compacting the soil before applying the crushed stone, gravel or shell material also increases the strength of the material. Use Crushed stone, gravel, and shell can withstand moderate, low-speed vehicular use as well as pedestrian use. That makes it especially appropriate for the T2 and SUBURBAN urban zones. This material is often used for parking areas, alleys, and rear lanes. It is a good choice for pedestrian paths within parks. This paving method is structurally flexible. It can be placed over non-compacted soil, or it can be used in regions susceptible to soil displacement caused by freeze/thaw cycles. The stability of crushed stone, gravel, and shell is increased when a stabilization mat is used between the aggregate and soil base. Cost The cost of this paving method varies by the type and quantity of aggregate used. Generally, it is inexpensive, especially when locally abundant materials are used. Maintenance Most of the maintenance required is due to erosion and the development of potholes and ruts. Heavy vehicular use may result in displacement of the material. In that case, more aggregate can be spread. In dry areas, proper care should be taken to avoid airborne dust caused by vehicular use.
Crushed Shell - Edenton, NC
B.
CHANNELING
For thousands of years, human settlements have used various techniques for channeling stormwater. The ability to direct and control the flow of water made possible flexibility in settlement locations, provided expanded agricultural opportunities, and mitigated flooding. Many cultures used channeling techniques to celebrate waterâ&#x20AC;&#x2122;s beauty. The gardens of the Alhambra in Grenada, Spain, are an exemplary example of channeling to provide beauty. There a visitor is led throughout the gardens by a steady stream of water that disappears and reappears as it goes through rills, pools, and fountains. Whether it is an aqueduct rushing water to an ancient city or a canal directing water out of a city, channeling tools have been developed and perfected throughout history. The Light Imprint Tool Box selected the most appropriate tools for capturing and channeling stormwater. To best integrate channels into the environment, appropriate tools are available for each zone of the urban. Channeling tools must take into consideration pedestrian movement and the amount of impervious surface. It is important to take into account how the tool can improve the quality of life. Some channeling tools provide an opportunity to produce an artistic form for the movement of water. As with the other three categories in the Light Imprint Tool Box, the tools are often combined with others to maximize the functions of storage and filtration.
B.1
VEGETATIVE SWALE
Vegetative swales are usually manmade depressions (though some occur naturally), that filter and collect runoff. The swales are open and fairly shallow to treat small quantities of sheet runoff. Vegetated swales differ from drainage ditches in that they are planted with vegetation, which serves as an overland filtration tool and controls erosion. This tool should be used to collect and treat sheet flow runoff before reaching a stream. The vegetation planted in these swales should be native plants that are suitable to variable moisture ranges. Existing topsoil is preferred if conditions allow. Use Vegetative swales, because of their ground plane space requirements and more natural aesthetics, are used in edge conditions of development. T1 and T2 are suitable zones for these swales with natural vegetation, but they can also be incorporated into SUBURBAN zones if vegetation is carefully selected. The slopes of the swales should not exceed 3:1 to avoid the requirement for a protective barrier. Vegetative swales are not used in more urban conditions because they disrupt the connectivity of streets and impede pedestrian movement. They also have more difficulty retaining the amount of runoff that comes from the increase in impervious surfaces. Cost The cost of vegetative swales is very low. The only cost is the initial purchase of the needed vegetation to be planted. Maintenance Since the vegetative swales are planted, they do not require mowing like drainage ditches. Periodic weeding will be needed to assure healthy planted vegetation growth. Some vegetation may need watering in the case of a severe drought.
Vegetative Swale - Vancouver, Canada
B.2
DRAINAGE DITCH
Drainage ditches are one of the more popular tools used to channel storm water. They are similar to swales, but are typically more rugged in character and may have steeper sloping sides. Drainage ditches usually collect sheet and piped runoff and channel it to a storage area or a natural creek. Use Ditches are appropriate for sub-urban areas, where there are only single family houses and for more rural areas. Because of their rough, irregular surface, drainage ditches should not be used in urban conditions. Drainage ditches are very utilitarian. Cost A drainage ditch is very inexpensive to install and maintain. It is one of the less expensive tools available in the LI toolbox. Maintenance The low maintenance of drainage ditches makes them a popular tool to use to channel stormwater. They are very simple to dig and are easily maintained. Periodic cleaning of debris is the most important maintenance.
Drainage Ditch - Houston, TX
B.3
STONE/RIP RAP CHANNEL
Rip rap channels are drainage ditches that contain large rocks to help slow the flow of stormwater. Granite is a popular material for use as rip rap. The channels are very utilitarian. Water enters the channel from gutters, pipes, and sheet flow. They will typically carry the water to a large collection point. Use Rip rap channels are able to handle larger amounts of runoff without erosion; they function well in the middle urban zones. They are not used in the most urban areas because of their utilitarian aesthetics and the potential of impeding pedestrian movement. The aesthetics of these channels can be improved by using attractive stones. Cost The main cost of these channels is the initial installation that involves digging the trenches and purchase of large quantities of stone. The ongoing maintenance cost is very low. Maintenance Rip rap channels have low maintenance requirements. Since they are designed to carry larger amounts of water, rip rap may need to be moved or replaced after heavy rainfall. The channels also need to be cleaned when they collect large amounts of debris.
Stone/Rip Rap Channel - Vickery, GA
B.4
VEGETATIVE/STONE SWALE
A vegetative and stone swale is another type of swale. It is distinguished from the others by the use of small stones as a base to help absorb the water faster. These swales are slight depressions planted with manicured grass and have a three to five inch base of small stones. In some cases, the periodic placement of wooden weirs can help impede flow in the event of a heavier rainstorm. The vegetative and stone swales transport stormwater to retention areas, with the goal of allowing stormwater to infiltrate into the ground as it is channeled. This type of swale is most effective in more porous soils. Use This type of swale is best utilized in medium density zones of the urban since it has a more natural function combined with a manicured look. It can be an attractive feature in a park or next to a sidewalk. This type of swale can easily be crossed with a wooden pedestrian bridge. Cost The only additional cost compared to a vegetative swale is the stone base. Other than the stones, there is little initial cost and maintenance cost. Maintenance Swales are easy to maintain because they are open. The most important maintenance is keeping swales clear of debris and trimming back the ground cover around them. The stones rarely need replacing. To ensure the stones stay in place, a gabion can be used for erosion control. A gabion is either a wire cage placed over stones to prevent erosion or a soft material, such as jute or synthetic matting,that performs the same function.
Vegetative/Stone Swale - Habersham, SC
B.5
SHALLOW CHANNEL FOOTPATH/RAINWATER CONVEYOR
A shallow channel footpath is a slight depression in the earth with pavers in the lowest point of the depression. It is a walkable path when dry, but the depression enables it to convey water in the event of rainfall. The pavers are usually a variety of flat stones loosely arranged to keep a pedestrianâ&#x20AC;&#x2122;s feet dry when the ground is wet. Use The shallow channel footpath is best used in more urban areas because they accommodate pedestrian traffic. They work well for parks and mid-block pedestrian paths. The shallowness prevents the channels from conveying a large amount of runoff. The channels can be used, however, to receive some water from the rest of the stormwater system. Native shrubs along the channelâ&#x20AC;&#x2122;s edge help slow and filter the flow of water into the channel. In more urban areas, the water may be channeled into underground vaults. Cost The shallow channel footpath is a low cost channeling tool. The greatest expense is the paver stones. This cost is dependent on the type of stone chosen. Local stones are suggested, and they could be free if available on site. Maintenance This tool requires very little maintenance. Debris should be cleared regularly and the pavers replaced as necessary.
Shallow Channel Footpath -Oklahoma City, Oklahoma
B.6
PLANTING STRIP TRENCH
Planting strip trenches are gently sloping vegetated areas in a street right of way. A planting strip trench can carry as much as three inches of water. The gentle slope and shallow depth allows for maximum contact with the vegetation. This ensures maximum filtration. Planting strip trenches are typically grassed, but they can also consist of drought tolerant plants and street trees. Use The trenches are part of an overall stormwater management system. They channel and slow down the flow of stormwater. Planting strip trenches are appropriate for urban conditions because they have formal plantings that need regular upkeep. Cost Planting strip trenches are low cost. The main expense is the initial installation and plant material costs. Maintenance The trenches need to be mowed or maintained periodically to ensure growth. Debris will need to be removed regularly. Since the trenches are in an urban environment, they should be well maintained and aesthetically pleasing. Sometimes, sediment needs to be removed, depending on the source of water collected.
Planting Strip Trench - Isle of Hope, SC
C.
STORAGE
Water is collected and stored using many kinds of tools ranging from collection pools to rooftop barrels. In many eras, storing a large volume of water was necessary for the survival of a society, especially in areas that did not receive consistent rainfall. Today, in the United States, both the quality and quantity of water available is a strong determinant of the quality of life in a community. Storage of water remains as important a function as it has been throughout history. Storage tools are utilitarian for development purposes. Retention and detention ponds are the tools of choice used over the past several decades. Often these become unsightly, weed-filled depressions that require chain link fencing for safety. Such ponds consume acres of potentially developable land. Overly large ponds limit traditional neighborhood development because of size, volume, and flow regulations. Light Imprint supplies a range of sophisticated storage tools that are calibrated for a wide variety of developments. Retention and detention ponds, like those previously mentioned, are included in the list of tools, but are appropriate only in the middle zones of the urban. Higher density development calls for tools such as underground storage, pools, and grated tree wells. These tools are more appropriate for urban conditions. A number of tools are appropriate in public spaces such as parks, plazas, and greenways. Storage tools used in public spaces can be beautiful amenities. Then the cost is distributed over two purposes. Public spaces with a storage device as a main component should be located in low areas to allow water to drain naturally. Cost is also minimized by the need for less grading. Storage tools are different sizes, but several used together can attain the capacity required by any development. It should be noted that the Light Imprint Team considers naturally occurring bodies of water such as oceans, lakes, rivers, and reservoirs as part of watersheds at the regional scale, and have not included these as Light Imprint tools. C.1
IRRIGATION POND
Irrigation ponds have several stormwater storage applications. They provide a water supply on farms in rural areas and in neighborhoods for community landscaping, golf courses, or other amenities. These ponds may also provide a water source for livestock or for raising fish. Irrigation ponds are formed by stormwater runoff, creating a generally small, still body of water formed naturally or excavated for that purpose. Use Irrigation ponds serve rural, neighborhood edge and sub-urban zone residents well. They provide storage for rainwater so that the capacity of an onsite well is not exceeded. Most have sloping banks that form an earthen bowl. If the pond is located in a depression on the site, it can collect runoff naturally. Cost The cost of an irrigation pond is dependent on the excavation costs. The pump required for irrigation may be costly, but it is considered a separate expense. There are alternative options for a pump as well, including other Light Imprint tools such as the Archimedian Screw. Maintenance Very little maintenance is required. An irrigation pond can tolerate changes in water levels, but it should have a spillway for overflow when there is excessive volume for storage.
Irrigation Pond - Habersham, SC
C.2
RETENTION BASIN WITH SLOPING BANK
Retention basins are designed to hold the same level of water at all times. A retention basin with sloping bank resembles a pond. There is no fence needed around it because its gently sloping sides are safe. Retention basins can help improve water quality by slowly absorbing water into the soil. That also releases the water that has been in the basin the longest. The basins have outlets of different types to allow outflow during occurrences of storms. Use Retention basins with sloping banks are appropriate in rural zones because of the required acreage. This type of basin is more attractive than fenced basins. They can be incorporated into the landscape as a water feature. Landscaping the edge of basins is beneficial to keep waterfowl from inhabiting the basin. Cost Retention basins are moderately priced factoring in the engineering, grading, and outflow systems that are needed initially. Maintenance Maintenance is low if the installation is done properly. Debris needs to be removed on a regular basis. Unless there is an extreme event, sediment should only be removed every ten years. Slopes around the retention basin should be no greater than a 3:1 slope for easy landscape maintenance.
Retention Basin with Sloping Bank - Apollo Beach, FL
C.3
RETENTION HOLLOW
Retention hollows are similar to retention basins, but are part of a system rather than a single entity. They are a series of smaller interconnected depressions that collect stormwater and slowly release measured amounts through the system. This process filters the water as it settles. Then the water is released. Aesthetically, retention hollows have a natural look and sometimes occur naturally. Use Retention hollows are most successful at the edge of a middle density neighborhood. Retention hollows can either collect sheet runoff or water from a channeled system. They can form the edge of a linear park. In this condition, retention hollows provide storage for some of the neighborhoodâ&#x20AC;&#x2122;s stormwater. Then, the stormwater is slowly released into a natural system. Cost Retention hollows are sometimes expensive because the system consists of several hollows. Their relatively small size and natural characteristics may keep costs down. The main cost is installation rather than ongoing maintenance. They are cheaper than the underground storage systems often recommended for less dense areas. Maintenance For adequate system performance, retention hollows must be clear of debris and sediment build up. If designed properly, the maintenance of a self functioning retention hollow is low.
Retention Hollow - Spartanburg, SC
C.4
DETENTION POND
Detention ponds are commonly known as dry ponds. They store water after a rainfall, but remain dry at all other times. Depending on rainfall intensity, frequency, and duration, detention ponds can be a variety of shapes and sizes. They are designed to store a large amount of water, with the ability to release all of it within eighteen to thirty-six hours at a peak discharge rate that mitigates downstream flooding. Since they are used for controlling peak flows via natural or constructed channels, the runoff may only be filtered slightly during the process. The filtering process is not as intensive as with a retention system. Use If detention ponds have adequate space, they are able to receive large quantities of water quickly. For this reason, detention ponds are best placed in the middle urban zones of the urban. Since detention ponds do not adequately filter stormwater before release, they should be used in conjunction with a Light Imprint filtration tool. It is difficult to incorporate dentention ponds into urban landscapes because they are usually large, dry basins. Landscaping around the edges usually improves the appearance of detention ponds. Using the ponds as a recreation area is another enhancement for the neighborhood. Cost The costs are low for detention ponds. The primary expense is excavation of the basin. Maintenance Detention ponds require little maintenance. Since they are usually grassed, mowing on a regular schedule is needed. Because debris in the water does not have time to settle completely, the outlets will need to be cleared at regular intervals. Sediment must be removed annually. Mosquitoes are not a significant problem because the water does not stand very long
Detention Pond
C.5
RETENTION POND
A retention pond is a type of constructed wetland. It is designed to collect and retain stormwater runoff from large areas of impervious surfaces. Unlike a detention pond, a retention pond retains water at all times to allow it to slowly infiltrate, evaporate, or be reused. Retention ponds allow a greater opportunity for water purification and absorption into the soil. Often, aquatic vegetation is planted in retention ponds to help filter the stored water. The size of a retention pond is determined by the average rate of runoff and average dissipation rate. Use Retention ponds need to be of considerable size to receive a large volume of water quickly. For this reason, retention ponds are suited for the middle urban zones of the urban. They should not be treated as purely utilitarian, but should be incorporated into neighborhoods as aesthetic amenities or recreation areas. Cost Costs of retention ponds are similar to that of retention basins. While costs vary according to size, they are fairly expensive since a good deal of site work is required. For a pond of the basic dimensions 46â&#x20AC;&#x2122;x70â&#x20AC;&#x2122; with a catchment area of one (1) developable acre, the estimated cost per acre is $13,662 US Dollars. Maintenance Maintenance of a retention pond should occur regularly. The retained water must be monitored for mosquito breeding, algae growth, debris build-up, and sediment accumulation. The edges of the pond also need maintenance to maintain its aesthetic quality.
Retention Pond - Ameila Park, FL
C.6
UNDERGROUND VAULT/PIPE/CISTERN
An underground cistern or vault is used to collect stormwater from a roof and other impervious surfaces around a building. After the cistern receives the water, the cistern slowly filters water as part of an irrigation system or a municipalityâ&#x20AC;&#x2122;s stormwater system. When used as part of a rainwater collection system, water collected can be treated and reused for potable applications. Underground cisterns can be made of several different materials, which include plastic, cast in place concrete, precast concrete, or corrugated metal. A corrugated metal system is made of steel and lined with a polypropylene liner. Use Underground cisterns are typically used in urban conditions. They can be used to collect rainwater from a group of buildings or one large building. Cisterns generally hold between 5,000 and 30,000 gallons of stormwater. Vaults and cisterns can be placed under the street network. Plastic and cast in place concrete cisterns are also used to collect water for a single household. They are beneficial in larger developments, depending on the storage requirements and the size of the cistern. Corrugated metal cisterns should be reserved for the most urban conditions because of their high costs. Cost The initial cost of an underground cistern is fairly high, but due to low maintenance costs, the cistern pays for itself quickly. A plastic cistern is the most affordable variety because of the low material costs. These cisterns run between $1.50 and $2.00 per gallon to build. They will last for several decades. In general, precast concrete cisterns are the next least expensive and have a similar lifespan. Cast in place cisterns are often more expensive than precast concrete, but can offer more options in size and shape. Corrugated metal cisterns are the most expensive with an initial cost of $1,500 to $5,000, depending on size but not including site costs and installation. The metal cisterns do have the longest life span. Maintenance A cistern requires a low amount of maintenance. A cistern is inspected periodically to check for debris that might clog the system. Cisterns are also cleaned annually to ensure a longer lifespan. A cisternâ&#x20AC;&#x2122;s lifespan is typically twenty to fifty years; it cistern lasts longer if it is cleaned regularly. Steel corrugated metal cisterns usually have the longest lifespan.
Underground Vault/Pipe/Cistern -Savannah, GA
C.7
GRATED TREE WELL
A grated tree well is a method of incorporating trees in urban conditions with sidewalks. In stormwater systems, grated tree wells also collect and store runoff. Often, the stormwater flows directly into the well through a mulch layer under the grate or through an attached curb inlet. The tree well is closed underground. That prevents the roots from cracking sidewalks and building foundations. These wells also hold collected water for the tree to soak up through its root system. Grated tree wells have an advantage over some stormwater management techniques because they fit in small spaces. Use Grated tree wells are appropriate for the most urban urban zones, URBAN and URBAN. They may be used in conjunction with other underground stormwater collection systems such as cisterns, or they can be used alone. Cost Grated tree wells are moderately expensive at the time of installation. Costs vary based on the grateâ&#x20AC;&#x2122;s material. Plastic grates are less expensive, but they have a short lifespan. Cast-iron grates, in contrast, are more expensive initially, but have a long lifespan. Cast iron grates appear more aesthetically pleasing in formal urban environments. Maintenance Grated tree wells require little maintenance. Typically, they must be inspected periodically. If debris is found, it is removed to maintain maximum water capacity. Plant maintenance, such as weeding and addition of soil, may be required as well. This maintenance is reduced when native tree species are used.
Grated Tree Well - Birmingham, AL
C.8
LANDSCAPED TREE WELL
A landscaped tree well is an ideal solution for trees planted in an urban condition. It enables the tree to have exposed soil to receive water. In stormwater systems, landscaped tree wells also collect and store runoff. Often, the tree well is planted with smaller vegetation to help with infiltration. The tree well is closed underground to help prevent the roots from cracking sidewalks and building foundations. These wells also hold collected water for the tree to soak up through its root system. Use Landscaped tree wells are for urban areas. The tree uses the collected water in its well from impervious surfaces. Trees and plants for tree wells have shallow, fibrous root systems. Some wells are designed for larger trees. Vegetation used must also be able to tolerate moderate drought conditions. Cost Landscaped tree wells are not expensive, but their installation costs can be moderate. Much of the cost is dependent upon the price of trees and the number needed. Ongoing costs are low except when replacement trees are needed. Maintenance Maintenance of landscaped tree wells is very low. Weeds must be removed regularly to preserve the chosen vegetation. Periodic watering is needed in drought conditions because the tree has no access to ground water.
Landscaped Tree Well - Portland, OR
C.9
PAVED BASIN
A paved basin is a depression designed to direct water flow and capture stormwater. They receive water from buildings and large paved areas, such as parking lots. Paved basins may be shallow with an undulating floor surface when used in an urban plaza, or deep and uniform when used as a mid-block collection tool. Paved basins are completely impervious. They must have an overflow drain to maintain an appropriate water level. Use Paved basins are most appropriate for the most urban parts of the urban, URBAN and URBAN. They provide a cooling effect or a relaxing sound to counteract the noise of urban environments in populated public spaces. Paved basins are easily incorporated into waterscape installations, where they become part of a larger system of water movement. Cost Paved basins are expensive to install. They typically are site specific and use costly materials such as concrete, stone, or brick. They add aesthetic value to a formal plaza or mid-block park. Maintenance Paved basins have a moderate maintenance cost. The cost fluctuates based on the depth and shape of the basin. Shallow basins require less maintenance; deeper basins collect more debris and require regular maintenance. The drains must be checked periodically regardless of the depth.
Paved Basin - Charleston, SC
C.10
SURFACE LANDSCAPE
Surface landscape is any vegetation planted directly into or over soil with no subterranean filtration system. Typical examples include grass, shrubs, flower beds, and trees. The root systems of these plants are the first to absorb water from runoff, drainage, or rain. They filter out some of the impurities before the water percolates deeper into the soil. Use Surface landscape is a diverse overland filtration tool. It is used throughout the urban zones. The most rural location may be sporadically planted. In more urban situations, the regularity and formality of planting will increase. In the most urban zones, surface planting may be located on the vertical surfaces of buildings, or contained in planter boxes or pots. Surface landscape is especially appropriate for controlling erosion in areas with steep slopes. For maximum effectiveness, plants selected should be native to the area. Cost The initial cost of surface landscape varies based on the type and maturity of plants used. If the quality of the existing soil is poor, there may be additional cost for supplements for the soil.
Surface Landscape - Mt. Laurel, AL
C.11
BIO-RETENTION SWALE
Bio-retention swales mimic the filtration properties of natural vegetation. They are planted tracts typically located adjacent to paved roads or other impervious areas that produce stormwater sheet flow. The swale consists of a layer of sand beneath the soil planted with native species. The depth of the sand depends on the porosity of the naturally occurring soil. Stormwater is filtered by the vegetation and then through the sand. These two elements trap conventional pollutants, such as sediment, debris, oil, heavy metals, hydrocarbons, and phosphate. They also remove some minerals and nutrients. Use Bio-retention swales have a rural character. They require roads without curbs. They are most appropriate in the T2 and SUBURBAN urban zones adjacent to impervious paving and in medians. They should be strategically located to capture the maximum amount of impervious surface runoff. They also can be used to filter overflow runoff from landscaped areas, such as lawns. Bioretention swales should be used to enhance the streetscape and the public realm. They should not present an impenetrable barrier to the pedestrian. Bioretention swales are not appropriate in Karstic or limestone landscapes with sheets or large pieces of rock close to the surface. Cost Installation costs for bio-retention swales are moderately expensive. They require excavation, subterranean layers of sand, and specifically selected plants. The use of indigenous vegetation may lower the cost. In addition, some costs can be offset by the reduction of stormwater conveyance systems. Maintenance Bio-retention swales require regular maintenance and inspection following large amounts of rainfall. The sand layer must be cleaned to prevent build up of sediment and debris. The health of vegetation must also be monitored; plants should be replaced as necessary to retain optimum performance of the swale.
Bio-retention Swales - Portland, OR
C.12
GREEN ROOF
Structures with green roofs visually enhance communities with plantings above the street level. They are a viable stormwater management tool that captures rainfall in typically impervious areas. The building produces less sheet flow to be managed at ground level. In addition, they can provide food for the community, temperature control, architectural enhancement, and recreation. Use Because a green roof is an addition to an individual building, it is appropriate for use in SUBURBAN and URBAN urban zones. A roof garden may be planted on a flat roof or a roof with a low pitch. Roof gardens can use atypical gardening techniques, such as hydroponics. This can make roof gardens produce more plentiful crops. Maintenance The upkeep for a green roof is similar to that of a normal garden and includes seasonal maintenance. Plant selection must ensure that species selected are appropriate for the climate. Cost The cost of a green roof is higher than the average cost of a roof. The structure requires additional support for the weight of vegetation and soils. The roof membrane must be waterproof to ensure that no water leaks into the structure.
Green Roof - Orlando, FL
C.13
RAIN GARDEN
A rain garden is a naturally occurring or manmade depression that temporarily retains water. It is planted with specific vegetation to filter water before it percolates back into the ground.The base of the rain garden is covered with gravel and soil that also filters some metals, phosphates, sediment and debris from the water before it is absorbed into the soil. The roots of the plants also break down nutrients and some chemicals found in the water. Native species are preferred for rain gardens for their sustainabililty in local climates. Use Rain gardens are most appropriate in the middle of the urban, specifically in the suburban zones. They are appropriate on a block scale. Rain gardens are not intended to serve an entire neighborhood. They should be located in areas that collect moderate runoff, but they can be designed to collect larger volumes if necessary. When not calibrated correctly, they may become permanent wetlands if inundated with too much water. They work well on sites with varying topography as their shape can conform to the landscape. Rain gardens are a public amenity when located within public spaces and fronted by houses. In this way, they enhance, rather than detract from the urban character of the streetscape. Cost Rain gardens are moderately expensive to install. Much of the initial cost depends on the existing soil. Sandy soils provide a good base and require little excavation as they absorb water rapidly. Denser soils such as clay require more excavation and the addition of other soils. Clay soils have been made more tillable and absorbant in rain gardens with the addition of pine fines. Maintenance Rain gardens are easy to maintain under normal conditions. They require more maintenance during periods of heavy rainfall. Periodic replacement of the mulch and soil on the garden floor is necessary to ensure filtering of the pollutants. Plants may occasionally need replacement, though use of indigenous plants lessens this significantly.
Rain Garden - Prospect, CO
C.14
VEGETATIVE PURIFICATION BED
A vegetative purification bed treats and stores stormwater. The beds are part of a cyclical stormwater system that provides purified water at the end of the process. A combination of plant material, sand filtration, and cycling water through the media purifies the water in the bed. Use These beds handle a moderate amount of water since the water percolates fairly slow. They are best used in the middle urban areas of the urban. The beds can be used to treat stormwater before it reaches a drip irrigation field or becomes part of a treatment system for wastewater. Cost Even though the technical aspects of these beds are not complicated, they can be costly. The system requires careful monitoring and proper installation. Installation also requires additional infrastructure that adds to the cost as well. Excavation costs vary by region. Maintenance Vegetative purification beds require some maintenance because of their technical aspects. The sand, plants, pipes, water returns, pumps, and flow must all work properly for water to be treated. The two most important maintenance requirements are preventing the growth of weedy, woody plants and flushing the pipes three or four times a year.
Vegetative Purification Bed - Portland, OR
C.15
WETLAND/SWAMP
Wetlands are areas that naturally retain some water based on their elevation and hydrological conditions. The soil of a wetland or swamp may be completely saturated but have no visible standing water; or it may be covered with a shallow layer of water depending on the amount of rainfall and the season. Various types of wetlands and swamps include: marshes, bottomland hardwoods, pocosins, and wetflats. They may all be considered part of conserving a natural area. Such areas have natural systems capable of surviving with little to no oxygen during parts of the growing season. Wetlands can occur in a variety of conditions. Some are in areas where the water table is close to the surface. Others may occur on land near large open bodies of water. Use Wetlands provide a vital intermediate step for protecting water quality. Runoff from urban areas often contains toxins, bacteria, and nutrients. Filtration through a wetland provides cost effective water purification. Sediment in the runoff is trapped in the wetlands, leaving cleaner water to enter waterways. The cleaner, filtered water benefits both aquatic ecosystems and supplies of drinking water. Wetlands offer natural solutions to water quality issues without disrupting the present ecosystem. Cost A natural wetland requires no additional cost, other than a possible dock or pier. Maintenance A naturally occurring wetland needs little to no maintenance.
Wetland/Swamp - Edisto Island, SC
C.16
SHALLOW MARSH
Shallow marsh filtration systems use a method similar to wetlands. Water percolates slowly through the marsh, removing sediment and bacteria from the stormwater. Naturally ocurring shallow marshes may be considered conservation of a natural area. Constructed shallow marshes must be calculated with the development impact; otherwise, the shallow marsh can easily become a pond. Use To maximize pollutant removal, the shallow marsh is used in low-lying areas with a fairly high water table and complex topographical features. The marsh system is constrained by urban settings; therefore, it is not appropriate for SUBURBAN, URBAN, and URBAN Cost Naturally occurring shallow marshes require little upfront cost. A constructed shallow marsh filtration system is comparable to that of a constructed wetland. Maintenance Naturally occurring shallow marshes require little maintenance as the soil and vegetation is adapted to climactic variations of the area. A constructed shallow marsh must be maintained in the same manner as a constructed wetland. Water quality and water level of the shallow marsh must be tested regularly. Also, the vegetation of a shallow marsh must be maintained by regular weeding and plant replacement. Shallow marsh plants must be closely monitored to ensure a correct balance of plant types.
Shallow Marsh - Carsons, SC
APPENDIX H
FDOT Historical Unit Costs (Zone 13 and Zone 14)
Hydraulic and Hydrologic Analyses Report
VKB Implementation of SWMP
CESPO05 10/26/2015-07.04.01
Page: Florida Department of Transportation Item Average Unit Cost From 2014/10/01 to 2015/09/30
Contract Type: CC AREAS: 13 Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999
Item 0102 1 0102 2 0102 2 0102 3 0102 11 0102 14 0102 60 0102 61 0102 71 0102 71 0102 71 0102 71 0102 74 0102 74 0102 74 0102 76 0102 77 0102 78 0102 89 0102 99 0102104 0102107 0102150 0102150 0104 10 0104 11 0104 15 0104 18 0107 1 0107 2 0110 1 0110 3 0110 4 0110 7 0110 73 0110 86 0120 1 0120 4 0120 5 0120 6
1 2
11 14 21 24 1 2 5
1
1 1 2 3
1
1
No. of Conts
Weighted Average
Total Amount
Total Quantity
22 4 3 9 1 19 22 3 6 5 5 3 22 21 3 21 22 19 7 21 17 17 2 2 6 4 4 12 20 19 21 2 4 2 1 14 9 4 1 9
$671.43 $29,792.00 $165,025.00 $20.80 $1.00 $19.15 $.23 $72.63 $13.07 $29.58 $4.74 $12.89 $.12 $.22 $12.98 $4.15 $.20 $3.31 $1,162.58 $11.79 $6.29 $6.18 $5.76 $5.97 $.68 $10.90 $333.34 $81.74 $16.60 $13.18 $10,331.07 $28.72 $32.52 $130.25 $124.30 $1,499.76 $3.73 $4.56 $19.96 $15.18
$7,103,095.40 $148,960.00 $660,100.00 $115,633.00 $15,300.00 $502,616.84 $215,847.21 $17,793.25 $491,015.28 $143,462.00 $208,582.41 $183,728.00 $238,646.09 $39,679.70 $396,463.00 $106,251.21 $34,932.35 $160,973.27 $597,565.87 $260,185.62 $195,058.80 $191,788.50 $19,160.10 $16,819.44 $165,878.29 $311,828.36 $3,000.06 $107,893.26 $130,923.50 $93,112.66 $4,510,854.36 $184,383.59 $2,550,273.36 $1,302.53 $132,505.44 $26,995.66 $436,473.80 $3,745,794.07 $6,367.24 $39,382,747.97
10,579.000 5.000 4.000 5,560.300 15,300.000 26,251.000 939,243.000 245.000 37,580.000 4,850.000 43,967.000 14,250.000 2,062,254.000 181,598.000 30,533.000 25,575.000 171,856.000 48,579.000 514.000 22,075.000 31,025.000 31,025.000 3,325.000 2,816.000 243,274.000 28,610.000 9.000 1,320.000 7,886.400 7,067.374 436.630 6,421.000 78,415.940 10.000 1,066.000 18.000 116,874.000 820,736.000 319.000 2,595,027.700
Unit Meas
Obs?
Description
DA LS LS CY MH MH ED EA LF LF LF LF ED ED LF ED ED EA LO ED ED ED ED ED LF LF EA EA AC AC AC SF SY EA LF LS CY CY CY CY
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
MAINTENANCE OF TRAFFIC SPECIAL DETOUR 1 SPECIAL DETOUR 2 COMMERCIAL MATL FOR TEMP DRIVEWAY MAINT SERVICE PATROL- ROAD RANGER TRAFFIC CONTROL OFFICER WORK ZONE SIGN BUSINESS SIGN BARRIER WALL,TEMP,F&I,CONCRETE BARRIER WALL,TEMP,F&I,TYPE K BARRIER WALL,TEMP,REL,CONCRETE BARRIER WALL,TEMP,REL,TYPE K CHANNEL DEVICE-TYPS I,II,DI,VP, DRUM, LC CHANNELIZING DEVICE, TYPE III, 6' CHANNELIZING DEVICE- PED LCD ARROW BOARD /ADVANCE WARNING ARROW PANEL HIGH INTENSITY FLASH LI,TEMP,TYP B TEMPORARY RETROREFLECTIVE PAVT MARKER TEMPORARY CRASH CUSHION, RED OPT PORTABLE CHANGEABLE MESSAGE SIGN,TEMP TEMPORARY SIGNALIZATION AND MAINT, INTER TEMP TRAFFIC DETECTION & MAINTEN, INTER PORTABLE REGULATORY,SIGN RADAR SPEED DISPLAY UNIT SEDIMENT BARRIER FLOATING TURBIDITY BARRIER SOIL TRACKING PREVENTION DEVICE INLET PROTECTION SYSTEM LITTER REMOVAL MOWING CLEARING & GRUBBING REMOVAL OF EXISTING STRUCTURE REMOVAL OF EXISTING CONCRETE PAVEMENT MAILBOX, F&I SINGLE REMOVE EXISTING BULKHEAD DELIVERY OF SALVAGEABLE MATERIAL TO FDOT REGULAR EXCAVATION SUBSOIL EXCAVATION CHANNEL EXCAVATION EMBANKMENT
1
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Item 0120 71 0120 74 0141 70 0145 2 0160 4 0162 1 0162 1 0210 1 0210 1 0285701 0285702 0285704 0285706 0285709 0285710 0285711 0285712 0285715 0286 1 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0327 70 0334 1 0334 1 0334 1 0334 1 0334 1 0334 1 0337 7 0337 7 0337 7 0337 7 0337 7 0337 7
11 12 1 9
1 3 4 5 6 7 8 11 13 11 12 13 14 24 25 22 24 45 48 71 73
No. of Conts
Weighted Average
Total Amount
Total Quantity
7 1 1 2 16 8 1 2 2 1 7 1 2 10 5 2 2 1 1 8 1 2 12 7 1 1 1 1 4 5 17 1 2 1 1 4 1 1 4 11
$7,652.41 $6.35 $698.93 $4.41 $.54 $.52 $20.01 $6.22 $10.85 $2.57 $7.21 $7.23 $16.22 $12.55 $12.60 $11.24 $14.26 $59.10 $100.00 $3.33 $6.33 $5.77 $4.11 $4.78 $5.50 $4.56 $3.00 $5.75 $277.73 $121.89 $102.73 $105.00 $115.11 $117.05 $140.00 $140.00 $131.23 $136.76 $143.62 $103.20
$76,524.07 $4,438,967.50 $76,183.37 $1,216,066.14 $602,240.61 $354,122.83 $1,900.95 $52,957.52 $75,330.00 $126,050.79 $757,822.63 $296,032.35 $18,537.10 $1,025,445.26 $4,490,061.96 $2,422,630.71 $86,771.16 $21,867.00 $3,000.00 $162,093.15 $26,908.83 $21,122.00 $2,218,433.41 $1,105,857.26 $44,962.50 $163,893.70 $83,094.00 $1,253.50 $297,120.77 $1,086,699.08 $12,213,154.04 $1,627,857.00 $1,943,399.86 $82,098.87 $1,064,938.00 $2,623,586.00 $189,443.63 $50,532.82 $1,080,906.01 $4,999,440.06
10.000 699,050.000 109.000 275,652.000 1,107,645.010 680,748.700 95.000 8,513.200 6,944.000 49,047.000 105,054.500 40,945.000 1,142.800 81,689.110 356,303.200 215,603.200 6,084.000 370.000 30.000 48,624.000 4,251.000 3,658.000 539,773.100 231,326.500 8,175.000 35,941.600 27,698.000 218.000 1,069.800 8,915.260 118,882.980 15,503.400 16,882.700 701.400 7,606.700 18,739.900 1,443.600 369.500 7,526.340 48,443.110
Unit Meas
Obs?
Description
LS CY AS SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY SY TN TN TN TN TN TN TN TN TN TN TN TN
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
REGULAR EXCAVATION (3-R PROJECTS ONLY) SURCHARGE EMBANKMENT SETTLEMENT PLATE ASSEMBLY GEOSYNTHETIC REINF FND OVER SOFT SOIL TYPE B STABILIZATION PREPARED SOIL LAYER, FINISH SOIL, 6" PREPARED SOIL LAYER, FINISH SOIL, 12" REWORKING LIMEROCK BASE, 6" REWORKING LIMEROCK BASE, 3" OPTIONAL BASE,BASE GROUP 01 OPTIONAL BASE,BASE GROUP 02 OPTIONAL BASE,BASE GROUP 04 OPTIONAL BASE,BASE GROUP 06 OPTIONAL BASE,BASE GROUP 09 OPTIONAL BASE,BASE GROUP 10 OPTIONAL BASE,BASE GROUP 11 OPTIONAL BASE,BASE GROUP 12 OPTIONAL BASE,BASE GROUP 15 TURNOUT CONSTRUCTION MILLING EXIST ASPH PAVT, 1" AVG DEPTH MILLING EXIST ASPH PAVT,4 1/2" AVG DEPTH MILLING EXIST ASPH PAVT, 3" AVG DEPTH MILLING EXIST ASPH PAVT, 2" AVG DEPTH MILLING EXIST ASPH PAVT,1 1/2" AVG DEPTH MILLING EXIST ASPH PAVT, 4" AVG DEPTH MILLING EXIST ASPH PAVT,2 1/2" AVG DEPTH MILLING EXIST ASPH PAVT,2 1/4" AVG DEPTH MILLING EXIST ASPH PAVT,1 3/4" AVG DEPTH SUPERPAVE ASPHALTIC CONC, TRAFFIC A SUPERPAVE ASPHALTIC CONC, TRAFFIC B SUPERPAVE ASPHALTIC CONC, TRAFFIC C SUPERPAVE ASPHALTIC CONC, TRAFFIC D SUPERPAVE ASPH CONC, TRAF D, PG76-22,PMA SUPERPAVE ASPH CONC, TRAF E, PG76-22,PMA ASPH CONC FC,INC BIT,FC-5,PG76-22,PMA ASPH CONC FC, FC-5, PG 76-22, ARB ASPH CONC FC,TRAFFIC D,FC-12.5,PG 76-22 ASPH CONC FC,TRAFFIC E,FC-12.5,PG 76-22 ASPH CONC FC,TRAF B,FC-9.5,PG 76-22, ARB ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB
2
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Item 0337 7 74 0339 1 0350 3 5 0350 3 10 0350 5 0352 70 0353 70 0400 0 11 0400 2 2 0400 2 4 0400 2 5 0400 2 10 0400 4 4 0400 4 5 0400 4 8 0400 32 0400142 3 0400143 0401 70 2 0411 1 0411 2 0413151 0413154 0415 1 1 0415 1 3 0415 1 4 0415 1 5 0415 1 8 0415 1 9 0425 1201 0425 1202 0425 1203 0425 1204 0425 1205 0425 1211 0425 1212 0425 1215 0425 1321 0425 1331 0425 1332
No. of Conts
Weighted Average
Total Amount
Total Quantity
3 12 1 1 2 2 1 5 2 1 2 1 1 1 1 1 1 2 1 2 2 1 1 1 1 3 4 1 1 2 1 1 1 1 1 1 1 1 1 1
$123.87 $198.16 $61.62 $75.03 $1.94 $3.20 $685.00 $466.92 $748.91 $609.50 $367.85 $453.78 $700.00 $1,768.75 $659.78 $9,500.00 $40.00 $1.95 $450.00 $172.05 $49.98 $150.00 $2.25 $1.36 $1.60 $.98 $1.62 $1.03 $.88 $3,341.28 $5,150.17 $5,790.97 $8,440.52 $1,712.37 $3,425.56 $6,297.69 $1,945.87 $8,155.00 $7,850.00 $8,440.00
$677,203.04 $721,454.94 $61,928.10 $858,868.41 $691,511.92 $711,225.00 $7,297,236.50 $104,809.74 $9,735.80 $156,336.75 $93,065.00 $54,544.36 $28,700.00 $59,783.75 $310,690.40 $9,500.00 $219,920.00 $187,702.10 $444,150.00 $3,785.00 $209,575.00 $23,850.00 $32,469.75 $1,955.68 $3,456.00 $66,758.82 $31,028.70 $62,056.47 $19,463.84 $414,318.58 $41,201.36 $17,372.91 $59,083.64 $8,561.85 $130,171.28 $25,190.76 $3,891.74 $8,155.00 $7,850.00 $8,440.00
5,466.900 3,640.770 1,005.000 11,447.000 356,104.000 222,228.000 10,652.900 224.470 13.000 256.500 253.000 120.200 41.000 33.800 470.900 1.000 5,498.000 96,310.000 987.000 22.000 4,193.000 159.000 14,431.000 1,438.000 2,160.000 67,803.000 19,177.600 60,249.000 22,118.000 124.000 8.000 3.000 7.000 5.000 38.000 4.000 2.000 1.000 1.000 1.000
Unit Meas
Obs?
Description
TN TN SY SY LF SY CY CY CY CY CY CY CY CY CY CY SF SF CF GA LF GA SF LB LB LB LB LB LB EA EA EA EA EA EA EA EA EA EA EA
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
ASPH CONC FC,TRAF C,FC-12.5,PG 76-22,ARB MISCELLANEOUS ASPHALT PAVEMENT PLAIN CEMENT CONC PAVT, 8" PLAIN CEMENT CONC PAVT, 10.5" CLEANING & SEALING JOINTS - CONC PVMT GRINDING CONCRETE PAVT CONC PAVT SLAB REPLACEMENT CONC CLASS NS, GRAVITY WALL CONC CLASS II, ENDWALLS CONC CLASS II, SUPERSTRUCTURE CONC CLASS II, SUBSTRUCTURE CONC CLASS II, APPROACH SLABS CONC CLASS IV, SUPERSTRUCTURE CONC CLASS IV, SUBSTRUCTURE CONC CLASS IV, BULKHEAD CONCRETE FOR JOINT REPAIR CATHODIC PROTECTION SYSTEM, ZINC ALUM SP CLEAN & COAT CONCRETE SURF , CLASS 5 RESTORE SPALL AREA,LATX MOD MTR,STY-BUT EPOXY MATERIAL- STRUCTURES REHAB CRACKS INJECT & SEAL- STRUCTURES REHAB METHACRYLATE MONOMER CLEAN & SEAL CONC- PENETR OR METHACR REINF STEEL- ROADWAY REINF STEEL- RETAINING WALL REINF STEEL- SUPERSTRUCTURE REINF STEEL- SUBSTRUCTURE REINF STEEL- BULKHEAD REINF STEEL- APPROACH SLABS INLETS, CURB, TYPE 9, <10' INLETS, CURB, TYPE 9, >10' INLETS, CURB, TYPE 9, J BOT, <10' INLETS, CURB, TYPE 9, J BOT, >10' INLETS, CURB, TYPE 9, PARTIAL INLETS, CURB, TYPE 10, <10' INLETS, CURB, TYPE 10, >10' INLETS, CURB, TYPE 10, PARTIAL INLETS, CURB, TYPE P-2, <10' INLETS, CURB, TYPE P-3, <10' INLETS, CURB, TYPE P-3, >10'
3
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Item 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425 0425
1351 1352 1355 1361 1365 1451 1459 1461 1501 1503 1504 1521 1522 1523 1524 1541 1542 1551 1561 1562 1563 1564 1581 1601 1602 1701 1702 1703 1704 1711 1712 1891 1892 1901 1902 1903 1910 2 41 2 42 2 43
No. of Conts
Weighted Average
Total Amount
Total Quantity
5 2 2 4 2 2 1 1 3 3 2 4 1 1 1 1 1 1 3 1 1 1 2 1 1 4 1 3 1 1 1 1 1 2 1 1 1 7 2 1
$4,824.17 $6,826.49 $2,656.18 $5,277.65 $4,135.79 $6,182.72 $10,896.86 $6,383.00 $3,970.34 $6,934.07 $8,270.00 $3,569.39 $4,124.30 $9,697.68 $10,477.95 $5,238.98 $5,796.31 $5,168.92 $4,791.27 $5,955.36 $5,929.43 $6,189.81 $6,293.33 $5,789.17 $5,921.54 $3,800.81 $4,213.09 $5,072.60 $4,603.09 $4,035.00 $6,250.00 $4,705.67 $5,218.53 $4,353.46 $5,084.18 $4,743.04 $3,121.21 $3,927.24 $4,961.46 $4,250.00
$82,010.86 $13,652.97 $23,905.64 $47,498.82 $20,678.96 $30,913.62 $76,278.02 $6,383.00 $234,250.00 $374,440.00 $24,810.00 $57,110.16 $12,372.90 $96,976.80 $10,477.95 $47,150.82 $17,388.93 $82,702.72 $100,616.77 $5,955.36 $308,330.36 $99,036.96 $18,880.00 $23,156.68 $23,686.16 $539,715.00 $67,409.44 $91,306.87 $69,046.35 $4,035.00 $6,250.00 $47,056.70 $10,437.06 $239,440.13 $20,336.72 $4,743.04 $3,121.21 $172,798.76 $59,537.46 $12,750.00
17.000 2.000 9.000 9.000 5.000 5.000 7.000 1.000 59.000 54.000 3.000 16.000 3.000 10.000 1.000 9.000 3.000 16.000 21.000 1.000 52.000 16.000 3.000 4.000 4.000 142.000 16.000 18.000 15.000 1.000 1.000 10.000 2.000 55.000 4.000 1.000 1.000 44.000 12.000 3.000
Unit Meas
Obs?
Description
EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
INLETS, CURB, TYPE P-5, <10' INLETS, CURB, TYPE P-5, >10' INLETS, CURB, TYPE P-5, PARTIAL INLETS, CURB, TYPE P-6, <10' INLETS, CURB, TYPE P-6, PARTIAL INLETS, CURB, TYPE J-5, <10' INLETS, CURB, TYPE J-5, MODIFY INLETS, CURB, TYPE J-6, <10' INLETS, DT BOT, TYPE A, <10' INLETS, DT BOT, TYPE A, J BOT, <10' INLETS, DT BOT, TYPE A, J BOT, >10' INLETS, DT BOT, TYPE C, <10' INLETS, DT BOT, TYPE C, >10' INLETS, DT BOT, TYPE C,J BOT,<10' INLETS, DT BOT, TYPE C, J BOT, >10' INLETS, DT BOT, TYPE D, <10' INLETS, DT BOT, TYPE D, >10' INLETS, DT BOT, TYPE E, <10' INLETS, DT BOT, TYPE F, <10' INLETS, DT BOT, TYPE F, >10' INLETS, DT BOT,TYPE F, J BOT, <10' INLETS, DT BOT,TYPE F, J BOT, >10' INLETS, DT BOT, TYPE H, <10' INLETS, DT BOT, TYPE J, <10' INLETS, DT BOT, TYPE J, >10' INLETS, GUTTER, TYPE S, <10' INLETS, GUTTER, TYPE S, >10' INLETS, GUTTER, TYPE S, J BOT<10' INLETS, GUTTER, TYPE S, J BOT, >10' INLETS, GUTTER, TYPE V, <10' INLETS, GUTTER, TYPE V, >10' INLETS, BARRIER WALL, <10' INLETS, BARRIER WALL, >10' INLETS, SPECIAL, <10' INLETS, SPECIAL, >10' INLETS, SPECIAL, J BOTTOM <10' INLETS, CLOSED FLUME MANHOLES, P-7, <10' MANHOLES, P-7, >10' MANHOLES, P-7, PARTIAL
4
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Item 0425 2 71 0425 2 72 0425 3 63 0425 5 0425 5 1 0425 6 0425 11 0425 78 0430174112 0430174115 0430174118 0430174124 0430174130 0430175115 0430175118 0430175124 0430175130 0430175142 0430175160 0430175215 0430175218 0430175248 0430982125 0430982138 0430982143 0430982643 0430982645 0435 1 99 0436 1 1 0440 73 1 0443 70 4 0443 70 5 0443 70 6 0444 70 11 0444 71 11 0446 1 1 0446 71 1 0455 34 3 0455 76 0455133 3
No. of Conts
Weighted Average
Total Amount
Total Quantity
4 2 1 14 9 11 1 1 1 1 2 2 2 1 5 6 2 1 1 1 1 1 1 1 1 1 2 2 1 1 8 1 1 1 1 1 1 1 1 1
$6,400.66 $7,391.22 $3,035.01 $420.47 $402.27 $239.89 $2,008.85 $1,676.69 $65.87 $72.05 $65.15 $72.15 $87.59 $80.06 $48.57 $62.30 $136.51 $285.00 $192.71 $113.74 $94.15 $227.67 $955.88 $1,036.74 $2,272.89 $2,557.82 $5,213.33 $277.70 $242.80 $129.02 $131.64 $150.48 $143.38 $198.60 $245.63 $19.63 $55.83 $98.66 $950.00 $48.19
$44,804.63 $14,782.43 $3,035.01 $155,994.95 $53,903.63 $114,668.38 $2,008.85 $5,030.07 $3,359.37 $1,152.80 $561,756.80 $801,640.61 $77,864.24 $4,003.00 $661,051.06 $940,981.44 $22,523.80 $4,275.00 $49,719.18 $5,232.04 $11,862.90 $153,904.92 $5,735.28 $9,330.66 $2,272.89 $20,462.56 $31,280.00 $135,520.00 $40,062.00 $322.55 $3,201,875.94 $329,852.16 $45,164.70 $55,608.00 $388,095.40 $40,810.77 $10,607.70 $73,896.34 $95,000.00 $2,276,688.36
7.000 2.000 1.000 371.000 134.000 478.000 1.000 3.000 51.000 16.000 8,623.000 11,111.000 889.000 50.000 13,609.800 15,103.700 165.000 15.000 258.000 46.000 126.000 676.000 6.000 9.000 1.000 8.000 6.000 488.000 165.000 2.500 24,322.100 2,192.000 315.000 280.000 1,580.000 2,079.000 190.000 749.000 100.000 47,244.000
Unit Meas
Obs?
Description
EA EA EA EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA EA EA EA EA LF LF LF LF LF LF LF LF LF LF LF EA SF
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
MANHOLES, J-7, <10' MANHOLES, J-7, >10' JUNCTION BOXES, DRAINAGE, J-7, PARTIAL MANHOLE, ADJUST MANHOLE, ADJUST, UTILITIES VALVE BOXES, ADJUST MODIFY EXISTING DRAINAGE STRUCTURE INLET CAP, PRECAST PIPE CULV, OPT MATL, ROUND,12"SD PIPE CULV, OPT MATL, ROUND,15"SD PIPE CULV, OPT MATL, ROUND,18"SD PIPE CULV, OPT MATL, ROUND,24"SD PIPE CULV, OPT MATL, ROUND,30"SD PIPE CULV, OPT MATL, ROUND, 15"S/CD PIPE CULV, OPT MATL, ROUND, 18"S/CD PIPE CULV, OPT MATL, ROUND, 24"S/CD PIPE CULV, OPT MATL, ROUND, 30"S/CD PIPE CULV, OPT MATL, ROUND, 42"S/CD PIPE CULV, OPT MATL, ROUND, 60"S/CD PIPE CULV, OPT MATL, OTHER, 15"S/CD PIPE CULV, OPT MATL, OTHER, 18"S/CD PIPE CULV, OPT MATL, OTHER, 48"S/CD MITERED END SECT, OPTIONAL RD, 18" CD MITERED END SECT, OPTIONAL RD, 36" CD MITERED END SECT, OPTIONAL RD, 60" CD MITERED END SECT, OPT - OTHER, 60" CD MITERED END SECT, OPT - OTHER, 72" CD STRUCT PLATE PIPE CULV, ANIMAL TRENCH DRAIN, STANDARD UNDERDRAIN OUTLET PIPE, 4" FRENCH DRAIN, 24" FRENCH DRAIN, 30" FRENCH DRAIN, 36" DEEP WELL- OPEN HOLE, 24" DEEP WELL CASING, 24" EDGEDRAIN DRAINCRETE, STANDARD EDGEDRAIN OUTLET PIPE, 4" PRESTRESSED CONCRETE PILING, 18" SQ WRAP PILE CLUSTERS SHEET PILING STEEL, F&I PERMANENT
5
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Item 0455143 3 0458 1 11 0458 1 21 0458 1 26 0458 2 0460 70 1 0460 70 2 0460 71 2 0470 1 0471 1 2 0510 1 0515 1 2 0515 2311 0515 3 2 0520 1 7 0520 1 10 0520 1 11 0520 2 1 0520 2 2 0520 2 4 0520 3 0520 5 11 0520 5 21 0520 5 41 0520 6 0520 70 0521 1 0521 5 1 0521 72 3 0521 72 5 0521 72 11 0522 1 0522 2 0522 4 0524 2 2 0524 4 1 0526 1 2 0527 2 0530 3 4 0536 1 1
No. of Conts
Weighted Average
Total Amount
Total Quantity
1 1 3 1 1 1 1 1 1 1 1 4 2 1 1 17 2 1 1 3 1 1 1 3 1 1 1 1 1 1 1 16 12 1 1 1 3 16 3 14
$822.35 $385.76 $51.42 $60.00 $380.00 $56.50 $32.00 $380.00 $14,000.00 $10,000.00 $49,400.00 $42.14 $218.73 $80.00 $25.64 $20.63 $25.59 $44.47 $43.00 $36.11 $27.00 $40.00 $176.00 $35.41 $15.29 $36.50 $271.55 $92.19 $190.32 $213.41 $317.70 $38.96 $43.54 $150.00 $250.00 $11.00 $22.36 $34.68 $51.72 $16.89
$109,372.55 $72,908.64 $361,190.80 $23,820.00 $118,712.00 $121,197.60 $212,960.00 $376,960.00 $403,200.00 $25,000.00 $49,400.00 $16,283.11 $81,150.30 $81,280.00 $5,076.72 $1,152,844.05 $55,228.56 $2,890.55 $3,053.00 $13,852.80 $4,941.00 $6,120.00 $176.00 $18,803.40 $15,137.10 $2,409.00 $279,968.05 $28,671.09 $133,985.28 $6,615.71 $116,278.20 $1,428,985.18 $181,509.68 $2,550.00 $30,250.00 $15,950.00 $20,949.98 $385,467.15 $268,490.50 $331,848.74
133.000 189.000 7,024.000 397.000 312.400 2,145.000 6,655.000 992.000 28.800 2.500 1.000 386.400 371.000 1,016.000 198.000 55,870.460 2,158.600 65.000 71.000 383.640 183.000 153.000 1.000 531.000 990.000 66.000 1,031.000 311.000 704.000 31.000 366.000 36,678.650 4,168.940 17.000 121.000 1,450.000 936.800 11,113.750 5,191.100 19,649.750
Unit Meas
Obs?
Description
LF LF LF LF CF LF LF LF MB MB LS LF LF LF LF LF LF LF LF LF LF LF LF LF LF SY LF LF LF LF LF SY SY SY SY LF SY SF TN LF
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
TEST PILES-PREST CONCRETE,18" SQ BRIDGE DECK EXPANSION JNT,NEW,POURED BRIDGE DECK EXPANSION JNT, REHAB,POURED BRIDGE DECK EXPANSION JNT, REHAB,OTHER POLYMER NOSING FOR BRIDGE DECK EXPANSION ALUMINUM BULLET RAILINGS, SINGLE RAIL ALUMINUM BULLET RAILINGS, DOUBLE RAIL METAL TRAF RAILING,STEEL POST AND RAIL TREATED TIMBER, STRUCTURAL FENDER SYS,PLASTIC MARINE LUMBER, NR NAVIGATION LIGHTS- FIXED BRIDGE, SYSTEM PIPE HANDRAIL - GUIDERAIL, ALUMINUM PED/BICYCLE RAILING, ALUM,42" TYPE 1 PIPE HANDRAIL- RETROFIT EXIST, ALUMINUM CONCRETE CURB & GUTTER, TYPE E CONCRETE CURB & GUTTER, TYPE F CONCRETE CURB & GUTTER, VAR HT TYPE F CONCRETE CURB, TYPE A CONCRETE CURB, TYPE B CONCRETE CURB, TYPE D VALLEY GUTTER- CONCRETE TRAF SEP CONC-TYPE I, 4' WIDE TRAF SEP CONC - TYPE II, 4' WIDE TRAF SEP CONC-TYPE IV, 4' WIDE SHOULDER GUTTER- CONCRETE CONCRETE TRAFFIC SEPARATOR, SP- VAR WIDT MEDIAN CONC BARRIER WALL CONC TRAF RAIL, BRG, 32" F-SHAPE SHLDR CONC BARRIER WALL, RIGID-SHLDR SHLDR CONC BARRIER WALL,RIGID C&C SHLDR CONC BARRIER WALL,RIGID SHLDR 54" CONCRETE SIDEWALK AND DRIVEWAYS, 4" CONCRETE SIDEWALK AND DRIVEWAYS, 6" BUS SHELTER PAD- CONCRETE CONC SLOPE PAVT, NR, 4" CLEAN & SEAL RANDOM CRACKS IN SLOPE PVMT PAVERS, ARCHITECTURAL, SIDEWALK DETECTABLE WARNINGS RIPRAP, RUBBLE, F&I, DITCH LINING GUARDRAIL- ROADWAY
6
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Contract Type: CC AREAS: 13 Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999
Item 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0536 0538 0544 0546 0550 0550 0550 0550 0550 0561 0570 0570 0580 0580 0590 0590 0630 0630 0630 0630 0632 0632 0632 0635 0635 0635 0639
1 3 1 5 2 5 2 6 7 8 8 1 73 82 85 22 85 24 85 25 85 27 1 75 1 71 10130 10220 10228 10938 60122 1 1 1 1 2 1 1 1 2 70 70 1 2 11 2 12 2 15 2 65 7 1 7 2 7 6 2 11 2 12 3 12 1121
No. of Conts
Weighted Average
Total Amount
Total Quantity
5 4 2 4 4 8 3 1 8 3 4 10 11 1 1 4 1 1 1 2 1 1 1 1 18 2 8 1 1 7 19 1 1 8 12 2 20 2 1 1
$22.48 $37.14 $76.20 $11.78 $9.87 $164.82 $3,196.51 $2,425.00 $1.26 $4,158.98 $3,089.12 $2,761.26 $932.57 $2,173.85 $11.00 $13,289.59 $900.00 $17.00 $25.57 $15.93 $26.13 $1,050.00 $4,100.55 $.37 $2.18 $52,726.41 $37,400.40 $68,500.00 $14,500.00 $16.37 $11.13 $74.79 $14.94 $5,642.30 $4.55 $1,687.21 $584.70 $1,515.63 $859.01 $970.68
$1,707,115.46 $23,398.60 $5,239.00 $893,071.72 $13,661.15 $45,161.70 $22,375.54 $9,700.00 $42,328.79 $16,635.92 $27,802.06 $69,031.49 $29,842.32 $6,521.55 $57,816.00 $558,162.94 $3,600.00 $19,040.00 $2,684.85 $64,427.47 $47,530.47 $2,100.00 $1,467,996.90 $114,320.38 $1,669,342.28 $105,452.81 $299,203.22 $68,500.00 $14,500.00 $43,799.35 $2,614,761.88 $472,074.48 $78,793.56 $141,057.38 $91,842.37 $3,374.41 $1,372,871.95 $15,156.34 $38,655.45 $2,912.04
75,949.300 630.000 68.750 75,831.300 1,383.500 274.000 7.000 4.000 33,623.400 4.000 9.000 25.000 32.000 3.000 5,256.000 42.000 4.000 1,120.000 105.000 4,045.000 1,819.000 2.000 358.000 308,974.000 764,670.630 2.000 8.000 1.000 1.000 2,675.000 234,987.000 6,312.000 5,274.000 25.000 20,169.000 2.000 2,348.000 10.000 45.000 3.000
Unit Meas
Obs?
Description
LF LF LF LF LF EA EA EA LF EA EA EA EA EA LF EA PS LF LF LF LF EA TN SY SY LS LS LS LS LF LF LF LF PI LF PI EA EA EA AS
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
GUARDRAIL- ROADWAY, DOUBLE FACE GUARDRAIL- ROADWAY, THRIE BEAM GUARDRAIL- SHOP-BENT PANELS RUB RAIL FOR GUARDRAIL, DOUBLE SIDED PIPE RAIL FOR GUARDRAIL SPECIAL GUARDRAIL POST GUARDRAIL- BRIDGE ANCHORAGE ASSEM, F&I GUARDRAIL,BRIDGE ANCHORAGE ASSEMBLY,INS GUARDRAIL REMOVAL GUARDRAIL ANCHORAGE- CONC BARRIER GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED GUARDRAIL END ANCHORAGE ASSEM- PARALLEL GUARDRAIL END ANCHORAGE ASSEM- TYPE II GUARDRAIL END ANCHORAGE ASSEM- DBL FACE GUARDRAIL RESET CRASH CUSHION RUMBLE STRIPS FENCING, TYPE A, 6.1-7.0, STANDARD FENCING, TYPE B, 5.1-6.0', STANDARD FENCING, TYPE B, 5.1-6.0, RESET EXISTING FENCING, SPECIAL TYPE, 6.1-7.0', RESET FENCE GATE,TYP A, DBL, 6.1-12' OPENING COATING EXISTING STRUCTURAL STEEL PERFORMANCE TURF PERFORMANCE TURF, SOD LANDSCAPE COMPLETE- SMALL PLANTS LANDSCAPE COMPLETE- LARGE PLANTS IRRIGATION SYSTEM IRRIGATION SYSTEM REPAIRS CONDUIT, F& I, OPEN TRENCH CONDUIT, F& I, DIRECTIONAL BORE CONDUIT, F& I, BRIDGE MOUNT CONDUIT, REMOVE, BRIDGE MOUNT SIGNAL CABLE- NEW OR RECO, FUR & INSTALL SIGNAL CABLE, REPAIR/REPL-FUR & INSTALL SIGNAL CABLE, REMOVE- INTERSECTION PULL & SPLICE BOX, F&I, 13" x 24" PULL & SPLICE BOX, F&I, 24" X 36" JUNCTION BOX, FURNISH & INSTALL, MOUNTED ELECTRICAL POWER SRV,F&I, UG,FUR BY POWE
7
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Item 0639 0639 0639 0639 0639 0641 0641 0646 0646 0646 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0649 0650 0650 0653 0653 0653 0660 0660 0660 0660 0660 0665 0665 0665 0665 0670 0670 0670 0670
1122 1123 1620 2 1 3 11 2 12 2 70 1 11 1 12 1 60 31101 31102 31103 31104 31105 31112 31113 31115 31116 31117 31999 36300 1 14 1 60 1 11 1 12 1 60 1109 2101 2102 4 11 4 12 1 11 1 12 1 40 1 60 5120 5121 5400 5600
No. of Conts
Weighted Average
Total Amount
Total Quantity
7 7 2 9 3 9 2 13 3 6 6 6 7 2 2 1 1 1 1 2 2 4 2 5 9 6 5 8 17 1 2 2 14 1 1 6 5 1 15 3
$3,653.22 $3,510.18 $553.03 $3.51 $1,000.37 $1,735.72 $1,531.73 $1,090.19 $2,930.37 $326.80 $24,748.61 $26,028.45 $33,341.14 $38,218.99 $40,397.22 $36,709.05 $38,313.45 $43,621.34 $47,778.17 $50,788.73 $48,247.74 $2,024.89 $1,043.13 $247.87 $836.31 $1,383.55 $65.03 $453.56 $894.91 $1,232.94 $4,801.37 $4,669.08 $268.56 $4,445.16 $115.00 $211.14 $25,243.83 $25,000.00 $1,889.99 $1,585.36
$58,451.50 $45,632.38 $1,659.08 $31,771.26 $5,001.85 $55,543.14 $4,595.18 $160,258.11 $17,582.19 $26,797.72 $321,731.87 $416,455.23 $533,458.25 $229,313.96 $201,986.10 $73,418.10 $38,313.45 $87,242.68 $143,334.51 $152,366.19 $144,743.22 $97,194.54 $25,035.08 $20,325.23 $77,776.87 $51,191.20 $2,341.14 $29,934.79 $351,700.72 $23,425.86 $9,602.74 $9,338.16 $61,499.58 $4,445.16 $230.00 $17,313.48 $302,926.00 $25,000.00 $147,418.92 $17,438.99
16.000 13.000 3.000 9,048.000 5.000 32.000 3.000 147.000 6.000 82.000 13.000 16.000 16.000 6.000 5.000 2.000 1.000 2.000 3.000 3.000 3.000 48.000 24.000 82.000 93.000 37.000 36.000 66.000 393.000 19.000 2.000 2.000 229.000 1.000 2.000 82.000 12.000 1.000 78.000 11.000
Unit Meas
Obs?
Description
AS AS AS LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS AS AS AS EA AS AS EA EA EA EA EA EA AS AS AS AS
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
ELECTRICAL POWER SRV,F&I, UG,PUR CONT ELECTRICAL POWER SRV,F&I, UG,PUR,NOT REQ ELECTRICAL POWER SRV,REM UND ELECTRICAL SERVICE WIRE ELEC SERV DISCON, F&I, POLE MNT PREST CNC POLE,F&I,TYP P-II SRV POLE PREST CNC POLE, REMOVE SHALLOW ALUMINUM SIGNALS POLE, PEDESTAL ALUMINUM SIGNALS POLE, PED DETECT POST ALUMINUM SIGNALS POLE, REMOVE M/ARM,F&I, WS-150,SING ARM,W/0 LUM-36 M/ARM,F&I, WS-150,SINGLE ARM,W/0 LUM-46 M/ARM,F&I, WS-150,SING ARM,W/0 LUM-60 M/ARM,F&I, WS-150,SING ARM,W/0 LUM-70.5 M/ARM,F&I, WS-150,SINGLE ARM,W/0 LUM-78 M/ARM,F&I, WS-150,DBL ARM,W/0 LU 36-60 M/ARM,F&I, WS-150,DBL ARM,W/0 LU 36-70.5 M/ARM,F&I, WS-150,DBL ARM,W/0 LU 46-60 M/ARM,F&I, WS-150,DBL ARM,W/0 LU 46-70.5 M/ARM,F&I, WS-150,DBL ARM,W/0 LU 60-60 M/ARM,F&I, CUSTOM WIND SPEED, CUSTOM ARM M/ARM, REMOVE POLE- SHALLOW TRAFFIC SIGNAL,F&I ALUMINUM, 3 S 1 W TRAFFIC SIGNAL, REMOVE- POLES TO REMAIN PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAYS PEDESTRIAN SIGNAL, REMOVE LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 LOOP ASSEMBLY- F&I, TYPE A LOOP ASSEMBLY, F&I, TYPE B VEHICLE DETECTION SYSTEM- VIDEO, CABINET VEHICLE DETECTION SYSTEM- VIDEO, ABOVE G PEDESTRIAN DETECTOR, F&I, STANDARD PEDESTRIAN DETECTOR, F&I, ACCESSIBLE PEDESTRIAN DETECTOR, RELOCATE PEDESTRIAN DETECTOR, REMOVE TRAF CNTL ASSEM, F&I, 170 TRAF CNTL ASSEM, F&I, 170,1PREEM PLAN TRAF CNTL ASSEM, MODIFY TRAF CNTL ASSEM, REMOVE
8
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Item 0685161 0700 1 11 0700 1 12 0700 1 13 0700 1 21 0700 1 31 0700 1 50 0700 1 60 0700 2 12 0700 2 13 0700 2 14 0700 2 50 0700 2 60 0700 3101 0700 3201 0700 3202 0700 3204 0700 3205 0700 3206 0700 3501 0700 3601 0700 3602 0700 3604 0700 4114 0700 5 21 0700 5 22 0700 5 50 0700 5 60 0700 11261 0700 11600 0700 12 12 0700 12 22 0700 12 60 0705 10 1 0705 10 3 0705 11 2 0705 11 4 0705 11 5 0706 3 0709 11131
No. of Conts
Weighted Average
Total Amount
Total Quantity
3 21 17 7 1 2 9 21 3 1 5 3 9 6 11 1 1 1 1 4 15 1 1 1 3 3 5 1 1 1 1 2 1 5 2 1 3 3 22 1
$2,234.57 $361.07 $1,045.27 $1,288.71 $1,605.31 $982.50 $306.70 $26.63 $3,247.58 $3,774.96 $4,408.51 $3,644.53 $493.66 $247.50 $636.51 $1,000.00 $960.00 $3,112.83 $5,503.04 $101.39 $53.35 $200.00 $100.00 $68,926.89 $2,896.29 $3,229.59 $1,061.44 $305.19 $10,230.23 $333.57 $4,397.75 $2,505.89 $404.94 $155.36 $120.02 $48.81 $20.98 $5.87 $3.38 $10,000.00
$24,580.32 $475,893.12 $216,370.86 $19,330.70 $1,605.31 $9,825.00 $12,574.56 $27,855.30 $19,485.48 $11,324.88 $52,902.11 $14,578.13 $18,759.05 $5,939.88 $32,461.99 $4,000.00 $1,920.00 $3,112.83 $5,503.04 $20,684.28 $7,788.92 $800.00 $200.00 $68,926.89 $46,340.70 $138,872.30 $21,228.79 $610.38 $112,532.53 $333.57 $13,193.25 $37,588.31 $404.94 $5,748.29 $360.06 $976.20 $715,815.35 $156,078.43 $142,035.08 $1,820.00
11.000 1,318.000 207.000 15.000 1.000 10.000 41.000 1,046.000 6.000 3.000 12.000 4.000 38.000 24.000 51.000 4.000 2.000 1.000 1.000 204.000 146.000 4.000 2.000 1.000 16.000 43.000 20.000 2.000 11.000 1.000 3.000 15.000 1.000 37.000 3.000 20.000 34,119.000 26,585.000 41,992.000 .182
Unit Meas
Obs?
Description
EA AS AS AS AS AS AS AS AS AS AS AS AS EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS AS AS AS AS EA EA EA EA EA EA GM
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
SYS AUX, F&I, MODEM SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, F&I GM, 12-20 SF SINGLE POST SIGN, F&I GM, 21-30 SF SINGLE POST SIGN, F&I BARR MT, LT 12 SF SINGLE POST SIGN, F&I BRG MNT, <12 SF SINGLE POST SIGN, RELOCATE SINGLE POST SIGN, REMOVE MULTI- POST SIGN, F&I GM, 12-20 SF MULTI- POST SIGN, F&I GM, 21-30 SF MULTI- POST SIGN, F&I GM, 31-50 SF MULTI- POST SIGN, RELOCATE MULTI- POST SIGN, REMOVE SIGN PANEL, F&I GM, UP TO 12 SF SIGN PANEL, F&I OM, UP TO 12 SF SIGN PANEL, F&I OM, 12-20 SF SIGN PANEL, F&I OM, 31-50 SF SIGN PANEL, F&I OM, 51-100 SF SIGN PANEL, F&I OM, 101-200 SF SIGN PANEL, RELOCATE, UP TO 12 SF SIGN PANEL, REMOVE, UP TO 12 SF SIGN PANEL, REMOVE, 12-20 SF SIGN PANEL, REMOVE, 31-50 SF OH STATIC SIGN STR, F&I, C 41-50 FT INTERNAL ILLUM SIGN, F&I OM, UP TO 12 SF INTERNAL ILLUM SIGN, F&I OM, 12-18 SF INTERNAL ILLUM SIGN, RELOCATE INTERNAL ILLUM SIGN, REMOVE ELECT DISP SIGN, F&I GM- SO, SPEED FEEDB ELECT DISP SIGN, REMOVE- GROUND MOUNT SIGN BEACON, F&I GM- AC, TWO BEACONS SIGN BEACON, F&I GM- SOLAR, TWO BEACONS SIGN BEACON, REMOVE BEACON- SIGN TO REMA OBJECT MARKER, TYPE 1 OBJECT MARKER, TYPE 3 DELINEATOR, NON-FLEXIBLE DELINEATOR, FLEX HIGH PERFORMANCE 48" DELINEATOR, FLEX HIGH PERFORMANCE 36" RETRO-REFLECTIVE PAVEMENT MARKERS TRAF STRIPE-2 RE COMP,STD,WHITE,SKIP,6"
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Item 0710 11123 0710 11124 0710 11125 0710 11131 0710 11133 0710 11160 0710 11170 0710 11224 0710 11231 0710 11290 0710 11331 0711 11123 0711 11124 0711 11125 0711 11160 0711 11170 0711 11224 0711 14123 0711 14124 0711 14125 0711 14160 0711 14170 0711 14560 0711 15131 0711 16131 0711 16133 0711 16231 0711 17 0713107 0715 1 12 0715 1 13 0715 1 14 0715 1 15 0715 1 16 0715 1 60 0715 4013 0715 4111 0715 4112 0715 4113 0715 4119
No. of Conts
Weighted Average
Total Amount
Total Quantity
16 19 19 20 2 16 20 17 6 12 2 16 19 20 16 21 18 4 1 6 14 11 1 3 18 2 8 4 1 12 7 1 2 1 6 1 2 2 4 1
$.55 $1.13 $.96 $350.71 $737.46 $33.34 $21.61 $.86 $363.94 $2.19 $550.94 $1.79 $2.75 $3.42 $143.56 $57.19 $2.75 $11.52 $14.82 $18.68 $261.14 $167.60 $1,350.00 $1,279.52 $1,320.46 $2,455.25 $1,084.43 $2.27 $2.00 $1.30 $2.75 $2.49 $4.36 $6.35 $.31 $7,567.38 $5,642.30 $4,498.07 $5,727.94 $4,026.49
$68,653.68 $24,366.57 $52,471.52 $58,982.86 $133.48 $30,605.69 $53,412.68 $15,032.63 $5,439.38 $4,815.55 $1,527.20 $125,984.72 $39,321.08 $87,383.37 $51,826.49 $71,606.41 $26,899.13 $19,996.72 $2,815.80 $63,601.84 $153,290.97 $45,084.48 $4,050.00 $79,900.98 $78,981.90 $444.40 $28,036.89 $14,641.00 $108.00 $937,736.20 $39,356.55 $433.26 $15,197.22 $31,686.50 $25,312.88 $1,823,738.58 $39,496.10 $616,236.08 $1,815,756.94 $4,026.49
125,328.000 21,640.000 54,726.000 168.182 .181 918.000 2,472.000 17,460.000 14.946 2,196.700 2.772 70,274.000 14,297.000 25,577.000 361.000 1,252.000 9,766.000 1,736.000 190.000 3,404.000 587.000 269.000 3.000 62.446 59.814 .181 25.854 6,460.000 54.000 721,210.000 14,333.000 174.000 3,489.000 4,990.000 80,441.000 241.000 7.000 137.000 317.000 1.000
Unit Meas
Obs?
Description
LF LF LF GM GM EA EA LF GM SF GM LF LF LF EA EA LF LF LF LF EA EA EA GM GM GM GM SF SF LF LF LF LF LF LF EA EA EA EA EA
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
PAINTED PAVT MARK,STD,WHITE,SOLID, 12" PAINTED PAVT MARK,STD,WHITE,SOLID, 18" PAINTED PAVT MARK,STD,WHITE,SOLID,24" PAINTED PAVT MARK,STD,WHITE,SKIP, 6" PAINTED PVMT MARK, STD, WHITE, SKIP, 12" PAINTED PAVT MARK,STD,WHITE, MESSAGE PAINTED PAVT MARK,STD,WHITE, ARROWS PAINTED PAVT MARK,STD,YELLOW,SOLID,18" PAINTED PAVT MARK,STD,YELLOW,SKIP,6" PAINTED PAVT MARK,STD,YELLOW,ISLAND NOSE PAINTED PAVT MARK,STD,BLACK,SKIP,6" THERMOPLASTIC, STD, WHITE, SOLID, 12" THERMOPLASTIC, STD, WHITE, SOLID, 18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD, YELLOW, SOLID, 18" THERMOPLASTIC, PREFORM, WHITE, SOLID,12" THERMOPLASTIC, PREFORM, WHITE, SOLID,18" THERMOPLASTIC, PREFORM, WHITE, SOLID,24" THERMOPLASTIC, PREFORMED, WHITE, MESSAGE THERMOPLASTIC, PREFORMED, WHITE, ARROWS THERMOPLASTIC, PREFORMED, WHITE, MESSAGE THERMOPLASTIC, STD-OP, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" THERMOPLASTIC, STD-OTH, WHITE, SKIP, 12" THERMOPLASTIC, STD-OTH, YELLOW, SKIP, 6" THERMOPLASTIC, REMOVE PREFORMED/PERMANENT TAPE, REMOVE LIGHTING CONDUCTORS, F&I, INSUL,NO.8-6 LIGHTING CONDUCTORS, F&I, INSUL, NO.4-2 LIGHTING CONDUCTORS, F&I, INSUL, NO.1-0 LIGHTING CONDUCTORS, F&I,NO.1/0-3/0 LIGHTING CONDUCTORS, F&I,NO.4/0 OR LAR LIGHTING CONDUCTORS,R&D, CONT OWNS LIGHT POLE COMP, F&I SP FND, WS150, 50' LIGHT POLE COMP, F&I, WS150, 40' LIGHT POLE COMP, F&I, WS150, 45' LIGHT POLE COMP, F&I, WS150, 50' LIGHT POLE COMP, F&I, WS150,CUSTOM HT
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Contract Type: CC AREAS: 13 Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999
Item 0715 4400 0715 4600 0715 5 50 0715 7 11 0715 7 21 0715 7 41 0715500 1 0715500 3 0715511130 0715511150 0715513150 0715515140 0715515150 0715540000 0715550000 0741 1 11 0745 70 12 0746 71112 0746 71131 0746 71132 0999 16 0999 20 1 0999 20 2 0999 25 1050 11212 1050 11223 1050 11224 1050 11321 1050 11422 1050 11423 1050 11424 1050 11425 1050 13002 1050 15002 1050 15003 1050 16001 1050 16005 1050 18001 1050 18002 1050 18003
No. of Conts
Weighted Average
Total Amount
Total Quantity
1 4 1 7 1 2 11 2 1 1 1 1 1 1 1 5 5 2 2 1 5 5 5 22 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1
$1,667.59 $814.48 $121.48 $10,323.30 $2,866.05 $545.04 $1,625.77 $296.86 $7,250.00 $5,500.00 $3,561.84 $4,001.79 $3,646.55 $1,750.00 $303.70 $1,429.31 $1,416.79 $3,464.76 $36,946.00 $4,000.00 $15,000.00 $3,300.00 $4,000.00 $46,086.03 $16.24 $59.76 $70.09 $6.76 $137.64 $275.77 $85.89 $149.91 $6.28 $229.76 $131.83 $20.68 $51.78 $2.95 $10.00 $15.00
$1,667.59 $131,131.30 $485.92 $227,112.68 $5,732.10 $1,090.07 $1,346,141.29 $11,577.36 $58,000.00 $627,000.00 $10,685.52 $120,053.70 $3,646.55 $7,000.00 $9,111.00 $82,900.06 $82,173.76 $13,859.02 $73,891.99 $4,000.00 $75,000.00 $330,000.00 $40,000.00 $2,350,387.38 $132,193.60 $193,084.56 $399,232.64 $55,026.40 $17,893.20 $178,974.73 $1,168,877.01 $54,717.15 $155,768.00 $22,976.00 $13,183.00 $20,266.40 $9,838.20 $21,122.00 $23,170.00 $57,855.00
1.000 161.000 4.000 22.000 2.000 2.000 828.000 39.000 8.000 114.000 3.000 30.000 1.000 4.000 30.000 58.000 58.000 4.000 2.000 1.000 5.000 100.000 10.000 51.000 8,140.000 3,231.000 5,696.000 8,140.000 130.000 649.000 13,609.000 365.000 24,790.000 100.000 100.000 980.000 190.000 7,160.000 2,317.000 3,857.000
Unit Meas
Obs?
Description
EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA AS EA EA EA LS DA EA LS LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
LIGHT POLE COMPLETE, RELOCATE LIGHT POLE COMP, REMOVE LUMINAIRE & BRACKET ARM, REMOVE LOAD CENTER, F&I, SECONDARY VOLTAGE LOAD CENTER, REWORK, SECONDARY VOLTAGE LOAD CENTER, REMOVE, SECONDARY VOLTAGE POLE CABLE DIST SYS, CONVENTIONAL POLE CABLE DISTRIBUTION SYS, WALL MOUNT LI/PL COMP- SP,F&I, SGLARM-SD MT-AL,30' LIGHT POLE SP D, F&I, SGL ARM SM, AL,50' LIGHT POLE COMP, F&I, SGL ARM WM, AL,50' LI/PL COMP,F&I, SGLARM BR MNT, ALUM, 40' LI/PL COMP,F&I, SGLARM BR MNT, ALUM, 50' LIGHT POLE COMP-SPECIAL, RELOCATE LIGHT POLE COMP,SP DESIGN- REMOVE TMS VEH SNSR-NON-WEIGHT, F&I, TYPE 1 IN TMS INDUCTIVE LOOP ASM, F&I, 2 LOOPS/LN TMS CAB, F&I,TYP III,BSE MNT,2 BACKPLANE TMS CAB, F&I,TYP III,PED MNT,1 BACKPLANE TMS CAB, F&I,TYP III,PED MNT,2 BACKPLANE PARTNERING, DO NOT BID DISPUTES REVIEW BD, MEETING- DO NOT BID DISPUTES REVIEW BD, HEARING- DO NOT BID INITIAL CONTINGENCY AMOUNT, DO NOT BID UTILITY PIPE, F&I,PVC,CASING/COND,2-4.9" UTILITY PIPE, F&I,PVC,WATER/SEWER,5-7.9" UTILITY PIPE, F&I,PVC,WATER/SEWER,8-19.9 UTILITY PIPE, F&I,PE,WATER/SEWER,0-1.9" UTILITY PIPE, F&I,DI/CI,WATER/SEW,2-4.9" UTILITY PIPE, F&I,DI/CI,WATER/SEW,5-7.9" UTILITY PIPE, F&I,DI/CI,WATER/SEW,8-19.9 UTILITY PIPE,F&I,DI/CI,WATER/SEW,20-49.9 UTILITY PIPE,INSTALL, 2-4.9" UTILITY PIPE, ADJUST/MOD,2-4.9" UTILITY PIPE, ADJUST/MOD,5-7.9" UTILITY PIPE,REMOVE- DISPOSE,0-1.9" UTILITY PIPE,REMOVE & DISPOSE,20-49.9" UTILITY PIPE,PLUG & OUT OF SERV,0- 1.9" UTILITY PIPE,PLUG & OUT OF SERV,2- 4.9" UTILITY PIPE,PLUG & OUT OF SERV,5- 7.9"
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Item 1050 18004 1050 18005 1055 11224 1055 11254 1055 11264 1055 11414 1055 11415 1055 11424 1055 11425 1055 11434 1055 11435 1055 11454 1055 11455 1055 11494 1060 11211 1060 11212 1060 11222 1060 11223 1060 13 1060 15 1060 16 1060 23 30 1080 11101 1080 11201 1080 11203 1080 11204 1080 11206 1080 11207 1080 11303 1080 11304 1080 11307 1080 11403 1080 11404 1080 11407 1080 11503 1080 11504 1080 11507 1080 15 1080 17 1644111 08
No. of Conts
Weighted Average
Total Amount
Total Quantity
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
$20.00 $34.28 $324.76 $239.08 $324.76 $1,100.00 $2,379.16 $1,606.92 $3,362.27 $892.65 $1,773.11 $592.67 $1,375.63 $2,841.01 $3,263.75 $4,131.64 $5,296.40 $16,372.32 $1,271.61 $2,657.86 $1,240.92 $936.67 $465.59 $1,240.51 $1,291.72 $964.33 $1,042.22 $4,561.57 $1,489.45 $912.41 $4,806.84 $6,743.08 $3,109.78 $7,289.26 $10,185.25 $14,167.15 $17,006.76 $340.66 $204.40 $2,797.29
$382,720.00 $26,498.44 $10,717.08 $3,586.20 $20,784.64 $191,400.00 $4,758.32 $162,298.92 $30,260.43 $4,463.25 $3,546.22 $28,448.16 $8,253.78 $22,728.08 $55,483.75 $4,131.64 $116,520.80 $16,372.32 $39,420.00 $127,577.28 $33,504.84 $5,620.00 $64,251.42 $6,202.55 $1,291.72 $6,750.31 $11,464.42 $4,561.57 $10,426.15 $48,357.73 $38,454.72 $188,806.24 $323,417.12 $196,810.02 $30,555.75 $85,002.90 $85,033.80 $45,989.10 $19,826.80 $50,351.22
19,136.000 773.000 33.000 15.000 64.000 174.000 2.000 101.000 9.000 5.000 2.000 48.000 6.000 8.000 17.000 1.000 22.000 1.000 31.000 48.000 27.000 6.000 138.000 5.000 1.000 7.000 11.000 1.000 7.000 53.000 8.000 28.000 104.000 27.000 3.000 6.000 5.000 135.000 97.000 18.000
Unit Meas
Obs?
Description
LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
UTILITY PIPE,PLUG & OUT OF SERV,8-19.9" UTILITY PIPE,PLUG & OUT OF SERV,20-49.9" UTILITY FITTING, F&I,PVC,TEE,8.0-19.9" UTILITY FITTNG, F&I,PVC,CAP/PLG,8-19.9" UTILITY FITTNG, F&I,PVC,Y FITTIN,8-19.9" UTILITY FITTING,F&I,DI/CI,ELBOW, 8-19.9" UTILITY FITTING,F&I,DI/CI,ELBOW,20-49.9" UTILITY FITTNG, F&I, DI/CI, TEE, 8-19.9" UTILITY FITTING,F&I,DI/CI,TEE,20-49.9" UTILITY FITTNG,F&I,DI/CI,REDUCER,8-19.9" UTILITY FITTING,F&I,DI/CI,REDU,20-49.9" UTILITY FITTNG,F&I,DI/CI,CAP/PLG,8-19.9" UTILITY FITTING,F&I,DI/CI,CAP,20-49.9" UTILITY FITTINGS,F&I,DI/CI,SPEC,8-19.9" UTIL STRCT,BLW GRN,F&I,WTR/SWR,0-80,0-6' UTIL STRCT,BLW GRN,F&I,WTR/SWR,0-80,6-12 UTIL STRCT,BLW GRN,F&I,WTR/SWT,>80,6.1UTIL STRCT,BLW GRN,F&I,WTR/SWT,>80,>12' UTILITY STR, BELOW GROUND, INSTALL UTILITY STR,BELOW GROUND,A/M UTILITY STR,BLW GRN,R&D,CONT OWNS UTILITY STR-ABOV GRN,INS,1.1-3 CY, W/O UTIL FIXT, F&I, 0-1.9", VALVE/METER BOX UTIL FIXT, F&I, 2-4.9", VALVE/METER BOX UTIL FIXT,F&I,2-4.9",TAPPNG SADDL/SLEEVE UTIL FIXT, F&I, 2-4.9", VALVE ASSEMBLY UTIL FIXT, F&I, 2-4.9", VAC/AIR ASSEMBLY UTIL FIXT, F&I, 2-4.9", LINE STOP ASSEM UTIL FIXT,F&I,5-7.9",TAPPNG SADDL/SLEEVE UTIL FIXT, F&I, 5-7.9", VALVE ASSEMBLY UTIL FIXT, F&I, 5-7.9", LINE STOP ASSEM UTIL FIXT,F&I,8-19.9",TAPPNG SADDL/SLEEV UTIL FIXT,F&I,8-19.9",VALVE ASSEMBLY UTIL FIXT, F&I, 8-19.9", LINE STOP ASSEM UTIL FIXT,F&I,20-49.9",TAPPNG SDDLE/SLEV UTIL FIXT, F&I, 20-49.9", VALVE ASSEMBLY UTIL FIXT,F&I,20-49.9",LINE STOP ASSEM UTILITY FIXTURES, ADJUST & MODIFY UTILITY FIXTURES,REM,STOCK/SALVAGE FIRE HYDRANT,F&I,STD, 1 HOSE, 6"
12
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Contract Type: CC AREAS: 13 Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999
Item 1644113 08 1644400
No. of Conts
Weighted Average
Total Amount
Total Quantity
1 1
$2,797.29 $510.99
$89,513.28 $21,972.57
32.000 43.000
Note : Averages and totals are based on the awarded unit price only. Weighted average is weighted on Quantity at the contract level.
Unit Meas
Obs?
Description
EA EA
N N
FIRE HYDRANT,F&I,STD,2 HOSE,1PUMP,6" FIRE HYDRANT, SALVAGE & STORE
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Contract Type: CC AREAS: 14 Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999
Item 0102 1 0102 3 0102 60 0102 74 1 0102 74 2 0102 76 0102 77 0102 78 0102 99 0104 10 3 0104 18 0107 1 0107 2 0110 1 1 0120 1 0120 6 0160 4 0285702 0327 70 1 0327 70 8 0334 1 13 0337 7 73 0339 1 0425 1541 0425 1571 0425 6 0430174124 0436 1 1 0443 70 4 0520 1 10 0520 6 0570 1 2 0630 2 12 0635 2 11 0700 1 11 0700 1 60 0700 3501 0706 3 0710 11125 0710 11131
No. of Conts
Weighted Average
Total Amount
Total Quantity
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
$920.00 $1.00 $.50 $.25 $.50 $6.00 $.50 $3.50 $15.00 $2.00 $200.00 $10.00 $10.00 $145,000.00 $25.00 $100.00 $.01 $15.00 $3.00 $3.00 $120.00 $150.00 $1,000.00 $6,000.00 $10,000.00 $750.00 $100.00 $150.00 $150.00 $50.00 $40.00 $5.00 $20.00 $520.00 $500.00 $50.00 $150.00 $3.00 $1.10 $350.00
$138,000.00 $500.00 $775.50 $5,626.50 $213.00 $1,836.00 $288.00 $1,739.50 $6,390.00 $6,980.00 $2,000.00 $183.80 $74.90 $145,000.00 $16,750.00 $5,600.00 $34.32 $42,045.00 $2,670.00 $68,619.00 $253,128.00 $217,965.00 $1,600.00 $48,000.00 $10,000.00 $9,000.00 $33,000.00 $57,600.00 $59,400.00 $2,650.00 $45,440.00 $20,600.00 $2,160.00 $1,040.00 $8,500.00 $1,050.00 $3,150.00 $1,491.00 $2,809.40 $1,008.00
150.000 500.000 1,551.000 22,506.000 426.000 306.000 576.000 497.000 426.000 3,490.000 10.000 18.380 7.490 1.000 670.000 56.000 3,432.000 2,803.000 890.000 22,873.000 2,109.400 1,453.100 1.600 8.000 1.000 12.000 330.000 384.000 396.000 53.000 1,136.000 4,120.000 108.000 2.000 17.000 21.000 21.000 497.000 2,554.000 2.880
Unit Meas
Obs?
Description
DA CY ED ED ED ED ED EA ED LF EA AC AC AC CY CY SY SY SY SY TN TN TN EA EA EA LF LF LF LF LF SY LF EA AS AS EA EA LF GM
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
MAINTENANCE OF TRAFFIC COMMERCIAL MATL FOR TEMP DRIVEWAY MAINT WORK ZONE SIGN CHANNEL DEVICE-TYPS I,II,DI,VP, DRUM, LC CHANNELIZING DEVICE, TYPE III, 6' ARROW BOARD /ADVANCE WARNING ARROW PANEL HIGH INTENSITY FLASH LI,TEMP,TYP B TEMPORARY RETROREFLECTIVE PAVT MARKER PORTABLE CHANGEABLE MESSAGE SIGN,TEMP SEDIMENT BARRIER INLET PROTECTION SYSTEM LITTER REMOVAL MOWING CLEARING & GRUBBING REGULAR EXCAVATION EMBANKMENT TYPE B STABILIZATION OPTIONAL BASE,BASE GROUP 02 MILLING EXIST ASPH PAVT, 1" AVG DEPTH MILLING EXIST ASPH PAVT,2 1/2" AVG DEPTH SUPERPAVE ASPHALTIC CONC, TRAFFIC C ASPH CONC FC,TRAF C,FC-9.5,PG 76-22, ARB MISCELLANEOUS ASPHALT PAVEMENT INLETS, DT BOT, TYPE D, <10' INLETS, DT BOT, TYPE G, <10' VALVE BOXES, ADJUST PIPE CULV, OPT MATL, ROUND,24"SD TRENCH DRAIN, STANDARD FRENCH DRAIN, 24" CONCRETE CURB & GUTTER, TYPE F SHOULDER GUTTER- CONCRETE PERFORMANCE TURF, SOD CONDUIT, F& I, DIRECTIONAL BORE PULL & SPLICE BOX, F&I, 13" x 24" SINGLE POST SIGN, F&I GM, <12 SF SINGLE POST SIGN, REMOVE SIGN PANEL, RELOCATE, UP TO 12 SF RETRO-REFLECTIVE PAVEMENT MARKERS PAINTED PAVT MARK,STD,WHITE,SOLID,24" PAINTED PAVT MARK,STD,WHITE,SKIP, 6"
1
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Contract Type: CC AREAS: 14 Displaying: VALID ITEMS WITH HITS From: 0102 1 To: 9999999
Item 0710 0710 0710 0711 0711 0711 0711 0711 0711 0711 0711 0741 0745 0746 0999
11160 11170 11224 11125 11160 11170 11224 14125 14160 14170 16131 1 11 70 12 71132 25
No. of Conts
Weighted Average
Total Amount
Total Quantity
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
$35.00 $25.00 $.90 $3.15 $100.00 $50.00 $2.50 $18.00 $160.00 $150.00 $1,350.00 $1,380.00 $1,480.00 $5,400.00 $25,210.00
$140.00 $150.00 $498.60 $623.70 $200.00 $150.00 $692.50 $20,502.00 $2,720.00 $2,550.00 $1,944.00 $5,520.00 $5,920.00 $5,400.00 $50,420.00
4.000 6.000 554.000 198.000 2.000 3.000 277.000 1,139.000 17.000 17.000 1.440 4.000 4.000 1.000 2.000
Note : Averages and totals are based on the awarded unit price only. Weighted average is weighted on Quantity at the contract level.
Unit Meas
Obs?
Description
EA EA LF LF EA EA LF LF EA EA GM EA AS EA LS
N N N N N N N N N N N N N N N
PAINTED PAVT MARK,STD,WHITE, MESSAGE PAINTED PAVT MARK,STD,WHITE, ARROWS PAINTED PAVT MARK,STD,YELLOW,SOLID,18" THERMOPLASTIC, STD, WHITE, SOLID, 24" THERMOPLASTIC, STD, WHITE, MESSAGE THERMOPLASTIC, STD, WHITE, ARROW THERMOPLASTIC, STD, YELLOW, SOLID, 18" THERMOPLASTIC, PREFORM, WHITE, SOLID,24" THERMOPLASTIC, PREFORMED, WHITE, MESSAGE THERMOPLASTIC, PREFORMED, WHITE, ARROWS THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" TMS VEH SNSR-NON-WEIGHT, F&I, TYPE 1 IN TMS INDUCTIVE LOOP ASM, F&I, 2 LOOPS/LN TMS CAB, F&I,TYP III,PED MNT,2 BACKPLANE INITIAL CONTINGENCY AMOUNT, DO NOT BID
2