Materials Enclosed
Board Workshop and Regular Meeting of the Capitol Region Watershed District (CRWD) Board of Managers, for Wednesday, March 3, 2021, 5:00 p.m. held electronically. See note below. Until further notice Board meetings will only be available via telephone and/or the web-based application Go To Meeting. You will not be able to attend meetings in person. You can join the meeting electronically by clinking on this link https://global.gotomeeting.com/join/564014997 and following the directions or dial in using your phone: +1 (312) 757-3121 Access Code: 564-014-997
Please visit www.capitolregionwd.org to get additional CRWD COVID-19 information. WORKSHOP AGENDA (5:00 PM) I. II. III.
Call to Order of Board Workshop 2022 Budget Planning (Doneux & Eleria) Adjourn Board Workshop REGULAR MEETING AGENDA
I.
Call to Order of Regular Meeting (President Joe Collins) A) Attendance B) Review, Amendments, and Approval of the Agenda
II.
Public Comment – For Items not on the Agenda (Please observe a limit of three minutes per person.)
III.
Permit Applications and Program Updates (Permit Process: 1) Staff Review/Recommendation, 2) Applicant Response, 3) Public Comment, and 4) Board Discussion and Action.)
A) B) C) D)
21-002, Mississippi River Blvd Subdivision – Review Period Extension (Hosch) 21-006, Western Highland Bridge Block 19 and 25 Alleys (Hosch) 21-009, Western Highland Bridge Lot 1 Block 6 (Hosch) 21-010, Western Highland Bridge Lot 1 Block 7 (Hosch)
IV.
Special Reports – No Special Reports
V.
Action Items A) AR: Approve Minutes of the February 17, 2021 Regular Meeting (Sylvander) B) AR: 2021 Boulevard Rain Garden Plan Approval and Bidding Authorization (Zwonitzer)
VI.
Unfinished Business A) Como Lake 319 Grant Update (Fossum)
VII.
General Information A) Board of Manager’s Updates
VIII. Next Meetings Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District
A) B) IX.
Wednesday, March 10, 2021 7:00 PM – CAC Meeting– Electronic Only Wednesday, March 17, 2021 6:00 PM- Regular Meeting – Electronic Only
Adjournment
Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District
March 3, 2021 Board Workshop 2022 Budget Planning (Doneux)
DATE: February 24, 2021 TO: CRWD Board of Managers FROM: Mark Doneux RE: 2022 Budget Planning _________________________________________________________________________________ Background Each year the Board of Managers must establish a plan of work for the upcoming year, establish a budget based upon the work plan as well as adopt and certify a levy for the budget. Issues Staff has developed a proposed 2022 Work Plan and Budget Schedule. For the March 3rd Workshop, staff will review the 2030 Watershed Management Plan Implementation Plan (WMP). While recently adopted, the WMP is the foundation of our workplan and becomes the guide for developing our annual budget. Date (2021) March 3rd * April 7th * June 2nd * June 16th * July 7th * July 21st * August 9th August 11th August 16th August 18th * September 1st * September 15th December 15th * December 30th
* Board Meeting
Proposed 2022 CRWD Work Plan and Budget Schedule Action Board Workshop – 2030 Watershed Management Plan Implementation Plan Board Workshop – Division responsibilities, work plans and projects Board Workshop-Finance and Operations Committee Reports 2021 Budget Review, 2022 Operations and CIP Budget Review 2022 Work Plan, CIP, Budget and Levy Review Approve Preliminary 2021 Budget/Levy for Public Comment & set Public Hearing Publication Date for Legal Notice for Public Hearing CAC Meeting – Receive Comments on 2022 Budget/Levy Publication Date for Legal Notice for Public Hearing Public Hearing (Held at opening of Regular Board Meeting) Board Adopts Preliminary 2022 Budget and Levy Last day for Preliminary Levy Certification at Ramsey County Final Board meeting of 2021 – Adopt Final 2022 Budget and Levy Last day for Final Levy Certification at Ramsey County
Requested Action No Action Requested, informational only enc:
2030 Watershed Management Plan Implementation Plan (Table 3-5)
W:\02 Budget and Finance\Board Memo-2022 Budget Work Plan 2-24-21.docx
Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District.
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
This budget reflects 3% inflation each year from 2020 cost estimates. The cost estimates reflect only CRWD portion of costs. Costs of some project/CIPs will be shared with partners.
Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$8,856
$773
$796
$820
$844
$869
$896
$922
$950
$979
$1,008
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
$59
$5
$5
$5
$6
$6
$6
$6
$6
$7
$7
$23
$-
$5
$-
$6
$-
$6
$-
$6
$-
$-
$1,535
$134
$138
$142
$146
$151
$155
$160
$165
$170
$175
$59
$5
$5
$5
$6
$6
$6
$6
$6
$7
$7
$472
$41
$42
$44
$45
$46
$48
$49
$51
$52
$54
$118
$10
$11
$11
$11
$12
$12
$12
$13
$13
$13
$11,123
$968
$1,003
$1,027
$1,064
$1,090
$1,128
$1,156
$1,197
$1,226
$1,263
ADMINISTRATION 101- Administration 101A- General administration
C
Annual budget, audit and report
D
101B- Community Advisory Committee
C
12 CAC members and monthly meetings
D
101C- External funding opportunities
C
1 external funding opportunities study
D
101D- Program effectiveness assessment
C
Bi-annual assessment report
D, SRA
101E- Office operations
C
Annual office operations
D
101F MAWD support
I
Annual MAWD support
D
101G Safety Program
C
Annual training and monthly staff meeting safety reminders
D
101H- Diversity and inclusion program
C
1 -2 workshops for staff annually; outreach and communication plan for two underserved communities; engage 3-5 organizations/schools working with BIPOC; implement best practices in hiring; semi-annual diversity and inclusion workshops for partners
D, CI, CO, SRA, W, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 114
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$3,333
$206
$212
$328
$338
$348
$358
$369
$380
$391
$403
PROGRAMS 208- Regulatory Program 208A- General permitting implementation
C
30 permits approved and 7 acrefeet retained annually
D
208B- Coordinated erosion and sediment control inspections
I
(% compliance) Active Sites Visited once per week during construction
D, CI, CO, SRA
$3,333
$206
$212
$328
$338
$348
$358
$369
$380
$391
$403
208C- Permittee post construction BMP inspections
I
20 inspected BMPs and BMP conditions status reports per year
D, CI, CO, E, B
$177
$15
$16
$16
$17
$17
$18
$18
$19
$20
$20
208D- Engagement activities with permittees, developers, engineers, and applicants
I
5 meetings with private developers during the plan period
D, B $59
$5
$5
$5
$6
$6
$6
$6
$6
$7
$7
208E- Rules evaluation and update
C
5 Rules TAC meetings; # updates to District Rules
D, CI, CO, SRA, W
$177
$15
$16
$16
$17
$17
$18
$18
$19
$20
$20
208F- Deicing practices rule
I
1 chloride reduction rule or ordinance assistance package
D, CI, CO, SRA, W
$25
$-
$-
$-
$-
$-
$-
$12
$6
$7
$-
208G- Stormwater rule requirements on sites less than one acre
C
1 Rule Revision for Small Sites
D, CI, CO, SRA, W
$44
$-
$-
$22
$23
$-
$-
$-
$-
$-
$-
208H- Illicit Discharge Detection and Elimination (IDDE) plan implementation
I
20 illicit discharges removed over 10 years
D, CI, CO, SRA
$229
$41
$42
$16
$17
$17
$18
$18
$19
$20
$20
208I- Green infrastructure incentives in District rules
I
1 adopted green infrastructure incentive rule
D, CI, CO, SRA, W
$24
$-
$-
$-
$-
$12
$12
$-
$-
$-
$-
208J- Industrial stormwater permittee coordination
I
10 industrial stormwater site meetings
D, CI, CO, SRA
$59
$5
$5
$5
$6
$6
$6
$6
$6
$7
$7
208K-Water reuse policy support
C
Adopted water reuse guidance document
D, CI, CO, SRA, W, E $59
$5
$5
$5
$6
$6
$6
$6
$6
$7
$7
$7,520
$500
$515
$743
$765
$777
$800
$824
$842
$868
$887
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 115
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$5,904
$515
$530
$546
$563
$580
$597
$615
$633
$652
$672
$59
$5
$5
$5
$6
$6
$6
$6
$6
$7
$7
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$88
$-
$27
$-
$-
$29
$-
$-
$-
$33
$-
$295
$26
$27
$27
$28
$29
$30
$31
$32
$33
$34
$118
$10
$11
$11
$11
$12
$12
$12
$13
$13
$13
$1,181
$103
$106
$109
$113
$116
$119
$123
$127
$130
$134
$486
$-
$-
$55
$56
$58
$60
$61
$63
$65
$67
$431
$-
$42
$44
$45
$46
$48
$49
$51
$52
$54
$8,798
$680
$769
$820
$844
$898
$896
$922
$950
$1,011
$1,008
210- Grants Program 210A- Stewardship grants
210B- Stewardship grant outreach
C
C
210C- Stewardship grant project inspection and maintenance assistance
I
210D-Targeted site identification
I
10 projects annually; stormwater volume retention in the amount equivalent to 1.1"runoff and 90% TSS removal
D, CO
12 community events with translated Stewardship Grant outreach materials; engage with 3 organizations that serve BIPOC residents
D, C
90% BMPs rated fair or better for functionality
D, CO
12 suitable sites identified over the 10-year plan
D, CI, CO
5 projects annually; stormwater volume retention in the amount equivalent to 1.1"runoff and 90% TSS removal
D, CI, CO, W, C
210E-ROW projects - boulevard raingardens
I
210F- Well-sealing Grants
B
12 wells sealed annually
D, CI
210G- Large-scale site planning grants
I
3 planning grants annually
D
210H- Chloride reduction grants
I
5 chloride reduction grants annually
D
210I- District "watercorps" position
I
1 position offered annually
D, CI, E
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 116
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$4,133
$361
$371
$382
$394
$406
$418
$430
$443
$457
$470
$1,299
$113
$117
$120
$124
$128
$131
$135
$139
$144
$148
$1,771
$155
$159
$164
$169
$174
$179
$184
$190
$196
$202
$708
$62
$64
$66
$68
$70
$72
$74
$76
$78
$81
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$42
$21
$21
$-
$-
$-
$-
$-
$-
$-
$-
$119
$-
$-
$33
$11
$12
$12
$12
$13
$13
$13
211- Monitoring, Assessment and Research Program 211A- Stormwater monitoring and data collection
C
10 monitoring sites; stormwater quality and quantity data
D, CI
211B-Lake monitoring and data collection
C
5 lakes monitored; lake quality, and quantity data, and biological data
D, CO
211C-BMP performance monitoring
C
8 BMPs monitored; volume and pollutant reductions
D, CI, CO, SRA
211D-Monitoring database and reporting tool
I
Stormwater and lake data available on monitoring database and reporting tool
D
211E-Wetland biological integrity monitoring
I
18 wetlands monitored; wetland health grades
D, CI, CO, SRA
211F -Monitoring data trend analysis and reporting for public
I
Monitoring trend analysis report
D, E
211G- Citizen Science Monitoring Program
I
Citizen science monitoring program
D, SRA, E, C
211H-Research program
I
Stormwater research reports
D, CI, CO, SRA, W, E
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
211I- Emerging contaminants and water quality issues
I
New monitoring parameters and results
D, CI, CO, SRA, W, E
$177
$15
$16
$16
$17
$17
$18
$18
$19
$20
$20
211J- Non-structural BMPs effectiveness
B
Technical memo
D, CI, CO, SRA, W, E, C
$72
$-
$-
$-
$-
$23
$24
$25
$-
$-
$-
$9,147
$798
$822
$858
$861
$910
$937
$965
$969
$998
$1,028
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 117
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
Brand standards and common language; 5 outreach meetings per month; contact database
D, CI, CO, SRA, W, E, B, C
$3,070
$268
$276
$284
$293
$301
$310
$320
$329
$339
$349
Project specific communication plans and tools; 3 pieces of digital content per project per year
D, CI, CO, SRA, W, E, B, C
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
300 storm drains adopted; 200 new participants; 5,000 lbs. of trash, sediment and organics removed collected in 300 hours per year
D, CI, CO, , E, B, C
$472
$41
$42
$44
$45
$46
$48
$49
$51
$52
$54
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$828
$62
$64
$66
$68
$70
$191
$74
$76
$78
$81
$472
$41
$42
$44
$45
$46
$48
$49
$51
$52
$54
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
220- Communications and Engagement Program 220A- General communications and engagement
C
220B- Project Communication
C
220C-Clean Streets
I
220D- Maintenance workshops for water quality
C
2-4 workshops with 20-45 attendees per year
D, CI, CO, E, B, C
220E-Digital communications
C
18,000 website visitors/65,000 pageviews, 10,400 engagements on social media, 1,000-3,000 newsletter subscribers per year
D, CI, CO, SRA, W, E, B, C
15-20 volunteers, 100-200 hours served at 50 or more community events or site visits per year
D, SRA, C
5-10 District sponsored events/ activities; 1,000-5,000 people served per year
D, CI, W, C
220F-Volunteer programs
220G- Sponsorships
I
I
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 118
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE 220H- Partnerships
220I- Events
220J- Awards program
220K- Youth programs
220L- Partner grant program
220M- Public art program
220N- 595 Aldine communications and engagement
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued)
C
I
B
I
I
I
I
Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
50 hours spent collaborating with 10 key community partners per year
D, CI, CO, SRA, W, E, B, C
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
25 community events attended by the District; 2,000 people reached per year
D, CI, CO, SRA, W, E, B, C
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
Annual awards program to recognize up to six individuals or organizations.
D, CI, CO, SRA, WE, B, C
$177
$15
$16
$16
$17
$17
$18
$18
$19
$20
$20
500 youth engaged; types of youth programs; 5 schools worked with per year
D, CI, CO, SRA, E, C
$295
$26
$27
$27
$28
$29
$30
$31
$32
$33
$34
10 Partner Grant projects; 5,00010,000 participants served; types of products created; pollution reduction; acres of greenspace restored per year
D, CI, CO, E, C $2,692
$180
$186
$219
$225
$261
$269
$307
$317
$359
$370
1-2 arts related projects, activities, events per year; demographics of audiences when available
D, E, C $354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
4-5 BMP and interactive exhibit signs; 1-2 exhibits, and activities at District office per year
D $590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
$10,722
$870
$896
$951
$979
$1,038
$1,188
$1,131
$1,165
$1,233
$1,270
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 119
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$3,850
$206
$233
$264
$300
$339
$385
$436
$494
$559
$634
$963
$52
$58
$66
$75
$85
$96
$109
$123
$140
$158
$1,155
$62
$70
$79
$90
$102
$115
$131
$148
$168
$190
$705
$-
$-
$55
$62
$70
$79
$90
$102
$116
$131
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
$7,027
$350
$394
$497
$560
$631
$711
$802
$905
$1,022
$1,154
222- Facility (Infrastructure) Management Program 222A District-owned facility management
C
6 BMPs inspected and maintained
D, C
222B- Shared ownership (District/partner) facility management
C
4 BMPs inspected and maintained
D, CI, CO,
222C- Partner owned facility management and ownership evaluation
C
222D- Cooperative BMP maintenance service program
I
222E-BMP database
C
Evaluation report
6 BMPs inspected and maintained
BMP database
D, CI, CO
D, CI, CO, E, B, C
D, CI, CO, SRA, W, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 120
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
PROJECTS - Planning, Design and CIPs 302- Groundwater Projects 302A- Groundwater seepage and springs study
B
Seepage and springs study report
D, CI, CO, SRA
$51
$-
$-
$-
$-
$-
$-
$-
$25
$26
$-
302B- Beneficial infiltration study and demonstration projects
B
Beneficial infiltration study report
D, CI, CO, SRA, W
$59
$-
$-
$-
$-
$29
$30
$-
$-
$-
$-
302C- Infiltration and groundwater quality study
I
Infiltration-groundwater quality study report
D, CI, CO, SRA, W
$83
$-
$-
$55
$28
$-
$-
$-
$-
$-
$-
302D- Groundwater monitoring well network in the District
B
Groundwater monitoring well network map
D, CI, CO, SRA, W
$13
$-
$-
$-
$-
$-
$-
$-
$-
$-
$13
302E- Karst area study
B
Karst study report
D, CI, CO, SRA, W
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
302F- Ramsey County groundwater study
I
Updated County groundwater plan
D, CI, CO, SRA, W
$27
$-
$-
$-
$-
$-
$-
$-
$-
$-
$27
$233
$-
$-
$55
$28
$29
$30
$-
$25
$26
$40
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
402- Groundwater Capital Improvements 402G-Future groundwater projects
I
1 groundwater projects
D, CI, CO, SRA, W
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 121
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$21
$21
$-
$-
$-
$-
$-
$-
$-
$-
$-
305/405 Como Lake Subwatershed 305- Como Lake Subwatershed Projects 305A-Como Lake water quality model
C
Como Lake water quality model
D, CI
305B- AIS management (including herbicide treatment of curlyleaf pondweed)
C
< 10% FOC of curlyleaf pondweed
D, CI, CO, SRA
$177
$15
$16
$16
$17
$17
$18
$18
$19
$20
$20
305C Lake vegetation management plan and implementation
C
Plan is done, implementation: species richness >8; 3 species having FOC >20%
D, CI, CO, SRA
$79
$10
$11
$11
$11
$12
$12
$12
$-
$-
$-
305D Balanced fishery target development
I
Fishery targets from Como Lake Management Plan
D, SRA $59
$8
$8
$8
$8
$9
$9
$9
$-
$-
$-
305E Shoreline management plan and implementation
I
Shoreline management plan and all of lakeshore maintained in a restored state
D, CI, CO, C $47
$26
$2
$2
$2
$2
$2
$2
$3
$3
$3
305F Street sweeping enhancement
I
Street sweeping plan and sediment and phosphorus reduction
D, CI, C
$105
$52
$53
$-
$-
$-
$-
$-
$-
$-
$-
305G Innovative treatment facility feasibility study (i.e. spent lime)
B
Study report
D, SRA $132
$-
$-
$-
$-
$-
$-
$-
$-
$65
$67
305H Water-based recreational activities support
B
$266
$23
$24
$25
$25
$26
$27
$28
$29
$29
$30
305I Como Park area drainage infrastructure analysis and planning
I
$78
$52
$27
$-
$-
$-
$-
$-
$-
$-
$-
305P Future stormwater management planning
I
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$1,200
$227
$161
$84
$87
$89
$92
$95
$75
$143
$147
Support of partner water-based recreational activities
D, CI, SRA
Como Park area drainage infrastructure study
D, CI, CO
1 future stormwater management studies
D, CI, CO
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 122
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$1,168
$1,030
$138
$-
$-
$-
$-
$-
$-
$-
$-
405- Como Lake Subwatershed Capital Improvements 405J-Como Golf Course BMPs
C
"Infiltration and iron-enhanced pond 55 lbs/year TP reduction 34 acre-ft/year volume reduction"
D, CI
405K- Como Pavilion BMPs
C
1 water quality CIPs
D, CI
$2,285
$-
$-
$-
$1,126
$1,159
$-
$-
$-
$-
$-
405L- McMurray Field
C
1 water quality CIPs
D, CI
$1,958
$-
$-
$-
$-
$-
$-
$-
$633
$652
$672
405M- Como Lake Alum Treatment
C
24,000 gallons of Alum applied to Como Lake
D, CI, SRA
$361
$361
$-
$-
$-
$-
$-
$-
$-
$-
$-
405N-East Como Blvd. BMPs
C
1 water quality CIPs
D, CI
$662
$-
$-
$-
$-
$-
$-
$-
$-
$326
$336
405O Gottfried's Pit Improvements
I
1 water quality CIPs
P D, CI, CO
$105
$52
$53
$-
$-
$-
$-
$-
$-
$-
$-
405P Future capital improvement projects (CIPs)
I
1 future water quality CIPs
D, CI, CO, SRA,
$941
$103
$212
$-
$-
$290
$-
$-
$-
$-
$336
$7,479
$1,545
$403
$-
$1,126
$1,449
$-
$-
$633
$979
$1,344
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 123
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$18
$-
$-
$-
$-
$-
$18
$-
$-
$-
$-
$45
$-
$-
$-
$45
$-
$-
$-
$-
$-
$-
$78
$41
$37
$-
$-
$-
$-
$-
$-
$-
$-
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
310/410 Lake McCarrons Subwatershed Projects 310- Lake McCarrons Subwatershed Projects 310A- Alum treatment evaluation
I
Alum treatment evaluation report
D, CI, CO, SRA,
310B- Villa Park wetland system evaluation
I
VPWS evaluation report with existing phosphorus reductions
D, CI, CO
310C-Watershed Hydraulic/ Hydrologic Modeling
I
Updated model
D, CI, CO
310D-Lake vegetation management plan and AIS response plan
I
Lake vegetation management plan; type and abundance of aquatic plants
D, CI, CO, SRA
310E- Balanced fishery targets
I
Fishery targets
D, CI, CO, SRA
$16
$-
$16
$-
$-
$-
$-
$-
$-
$-
$-
310F- Shoreline management plan and implementation
I
Shoreline management plan
D, CI, CO, SRA, C
$34
$-
$-
$16
$2
$2
$2
$2
$3
$3
$3
310G-Future stormwater management planning
I
1 future BMP studies
D, CI, CO, E, B, C
$47
$-
$-
$-
$-
$23
$24
$-
$-
$-
$-
$474
$62
$74
$38
$70
$49
$68
$27
$28
$29
$30
$615
$-
$-
$-
$-
$-
$-
$615
$-
$-
$-
$580
$-
$-
$-
$-
$580
$-
$-
$-
$-
$-
$190
$-
$-
$-
$-
$-
$-
$-
$190
$-
$-
$1,385
$-
$-
$-
$-
$580
$-
$615
$190
$-
$-
410-Lake McCarrons Subwatershed Capital Improvements 410A-Alum treatment
C
1 alum treatment
D, CI, CO, SRA
410B-Villa Park performance improvements
I
1 Villa Park CIP project
D, CI, CO
410G-Future CIPs
I
1 future CIP
D, CI, CO, SRA, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 124
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$42
$26
$16
$-
$-
$-
$-
$-
$-
$-
$-
$16
$-
$11
$5
$-
$-
$-
$-
$-
$-
$-
$17
$-
$-
$11
$6
$-
$-
$-
$-
$-
$-
$41
$21
$21
$-
$-
$-
$-
$-
$-
$-
$-
$118
$10
$11
$11
$11
$12
$12
$12
$13
$13
$13
$234
$57
$58
$27
$17
$12
$12
$12
$13
$13
$13
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
313/413 Loeb Lake Subwatershed 313-Loeb Lake Subwatershed Projects Updated Loeb Lake Management Plan
D, CI, CO, SRA, C
I
AIS managment plan included in Loeb Lake management plan
D, CI, CO, SRA
313C-Shoreline management plan and implementation
I
Shoreline management plan
D, CI, CO
313D-Loeb Lake sedimentation pond investigation
I
Study completed
D, CI
313E-Future stormwater planning
I
1 feasibility study
D, CI, CO
313A-Update Loeb Lake Management Plan
I
313B-AIS management
413-Loeb Lake Subwatershed Capital Improvements 413E-Future CIPs
I
1 CIP
D, CI, CO, SRA
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 125
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$252
$-
$-
$-
$135
$-
$-
$-
$-
$117
$-
$118
$10
$11
$11
$11
$12
$12
$12
$13
$13
$13
315/415 Trout Brook Subwatershed 315-Trout Brook Subwatershed Projects 315A- TBI 5-year inspection and CIP development
C
Inspection and CIP reports every five years
D
315B- NPDES stormwater program
I
Annual MS4 report and updated SWPPP
D, CI, CO, SRA, C
315C- TBI hydrologic and hydraulic model update and expansion
I
Expanded, updated TBI H/H model
D, CI, CO, SRA
$103
$103
$-
$-
$-
$-
$-
$-
$-
$-
$-
315D- TBI flood mitigation and water quality improvement studies
C
3 flood mitigation and water quality improvement studies
D, CI, CO, SRA
$355
$77
$-
$-
$84
$-
$-
$92
$-
$-
$101
315E-TBI easement verification, acquisition, and documentation
I
8 acres of additional TBI easement
D, CI, CO
$547
$103
$106
$109
$113
$116
$-
$-
$-
$-
$-
315I- Future stormwater management planning
I
2 BMP feasibility studies
D, CI, CO, SRA, E, B, C
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
$1,729
$324
$149
$153
$377
$162
$48
$141
$51
$170
$155
$953
$953
$-
$-
$-
$-
$-
$-
$-
$-
$-
$2,535
$-
$-
$-
$-
$232
$1,134
$1,168
$-
$-
$-
$122
$-
$-
$55
$-
$-
$-
$-
$-
$-
$67
$2,124
$-
$318
$328
$-
$348
$358
$-
$380
$391
$-
$1,181
$103
$106
$109
$113
$116
$119
$123
$127
$130
$134
$6,913
$1,056
$424
$492
$113
$696
$1,612
$1,291
$507
$522
$202
420-Trout Brook Subwatershed Capital Improvements 415F-TBI Repairs Station 28+65 - 50+72
C
2200 feet of TBI repaired
D
415G-TBI Repairs Station 135+06 - 180+29
C
4500 feet of TBI repaired
D
415H-Major sediment removal
I
1700 cubic feet of sediment removed
D
415D-Future flood mitigation and/or water quality improvement projects
C
3 flood mitigation/water quality improvement projects
D, CI, CO, SRA
415I-Future CIPs
C
2 CIPs
D, CI, CO, SRA, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 126
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
317/417 Crosby Lake Subwatershed 317-Crosby Lake Subwatershed Projects 317A-Crosby Farm bluff stabilization plan
I
Bluff erosion study update
D, CI, CO, SRA,
$19
$-
$-
$-
$-
$-
$-
$12
$6
$-
$-
317B-Hidden Falls/Crosby Farm trail reconstruction planning
B
Trail reconstruction plan
D, CI, CO, SRA, C
$118
$-
$-
$-
$-
$58
$60
$-
$-
$-
$-
317C-Update Crosby Lake Management Plan
I
Updated Crosby Lake Management Plan
D, CI, CO, SRA
$55
$-
$-
$27
$28
$-
$-
$-
$-
$-
$-
317D-35E Regional stormwater BMP feasibility study
I
Stormwater feasibility study
D, CI, CO, SRA, W, E, B, C
$59
$-
$-
$-
$-
$29
$30
$-
$-
$-
$-
317E-Shoreline management plan and implementation
I
Shoreline management plan and # feet of restored shoreline
D, CI, CO, SRA
$75
$-
$-
$-
$-
$12
$12
$12
$13
$13
$13
317F-Terrestrial and aquatic invasive species management
I
Type and abundance of invasive species
D, CI, CO, SRA
$118
$10
$11
$11
$11
$12
$12
$12
$13
$13
$13
317G-Floodplain and wetland restoration opportunities around Crosby Lake
B
Floodplain and wetland restoration plan
D, CI, CO, SRA, C
$61
$-
$-
$-
$-
$-
$30
$31
$-
$-
$-
317H- Future stormwater management planning
I
1 feasibility study
D, CI, CO, SRA, B
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$740
$31
$32
$60
$62
$133
$167
$92
$57
$52
$54
$265
$-
$-
$-
$-
$-
$-
$-
$-
$130
$134
417- Crosby Lake Subwatershed Projects Capital Improvements 417A- Crosby Farm Park bluff stabilization projects
B
1 bluff stabilization project
D, CI, CO, SR
417G-Floodplain and wetland restoration projects
B
1 floodplain and wetland restoration project
D, CI, CO, SRA, C
$132
$-
$-
$-
$-
$-
$-
$-
$-
$65
$67
417H- Future CIPs
I
1 future water quality CIPs
D, CI, CO, SRA, B
$886
$77
$80
$82
$84
$87
$90
$92
$95
$98
$101
$1,283
$77
$80
$82
$84
$87
$90
$92
$95
$294
$302
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 127
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$103
$103
$-
$-
$-
$-
$-
$-
$-
$-
$-
$121
$-
$-
$-
$-
$-
$60
$61
$-
$-
$-
$94
$-
$-
$-
$-
$46
$48
$-
$-
$-
$-
$78
$52
$27
$-
$-
$-
$-
$-
$-
$-
$-
$159
$26
$106
$27
$-
$-
$-
$-
$-
$-
$-
$56
$-
$-
$22
$23
$12
$-
$-
$-
$-
$-
$107
$26
$27
$55
$-
$-
$-
$-
$-
$-
$-
$295
$26
$27
$27
$28
$29
$30
$31
$32
$33
$34
$1,014
$232
$186
$131
$51
$87
$137
$92
$32
$33
$34
$550
$-
$106
$219
$225
$-
$-
$-
$-
$-
$-
$1,248
$-
$-
$-
$-
$-
$-
$615
$633
$-
$-
$993
$-
$-
$-
$-
$-
$-
$-
$-
$489
$504
$672
$-
$-
$-
$-
$-
$-
$-
$-
$-
$672
$945
$82
$85
$87
$90
$93
$96
$98
$101
$104
$108
$4,408
$82
$191
$306
$315
$93
$96
$713
$735
$594
$1,283
325/425 Wetland, Stream, and Ecosystem Restoration 325-Wetland, Stream, and Ecosystem Restoration Projects 325A- Phalen Creek Daylighting
C
Concept design report for daylighted Phalen Creek
D, CI, SRA, C
325B- Hidden Falls Creek Restoration Planning
C
Planning and design report for restored Hidden Falls Creek
D, CI
325C- Swede Hollow Water Resource and Natural Resources Plan
I
Swdede Hollow water and natural resources plan
D, CI, C
325D- Cascade Creek/Fountain Creek daylighting feasibility study
B
Cascade Creek/Fountain Creek daylighting feasibility study report
D, CI
325E- Willow Reserve signage and access
I
Willow Reserve interpretive signage and access
D, CI, C
325F- District 6 Natural Resource Management Plan
I
1 NRI recommendation investigated and feasbility report created
D, CI, C
325G- Wetland Restoration Planning
I
Saint Paul wetland restoration plan
D, CI, CO, SRA, W
325H- Natural resource inventories and/or management plans
I
2 natural resource inventories and plans
D, CI, CO, C
425-Wetland, Stream, and Ecosystem Restoration Capital Improvements 425A- Phalen Creek daylighting
C
1 Phalen Creek daylighting project
D, CI, SRA
425B- Hidden Falls Creek restoration
C
1 Hidden Falls Creek restoration project
D, CI
425C- Swede Hollow restoration
I
1 Swede Hollow restoration project
D, CI
425D-Cascade Creek/Fountain Creek restoration
B
1 Cascade Creek/Fountain Creek restoration project
D, CI
425H-Future wetland/stream/ natural resource restoration projects
I
2 Acres of restored wetland and other natural resource areas
D, CI, CO, SRA, W, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 128
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$113
$26
$-
$27
$-
$29
$-
$31
$-
$-
$-
$116
$-
$27
$-
$28
$-
$30
$-
$32
$-
$-
331/431 Mississippi River Gorge Subwatersheds 331-Mississippi River Gorge Subwatersheds Projects Towerside stormwater planning study
D, CI, W, E, B, C
CEZ stormwater planning study
D, CIE, B, C
331A- Towerside Innovation District stormwater management planning
I
331B- Creative Enterprise Zone stormwater management planning
I
331C- UM/MN State Fair Cooperative Projects
I
1 stormwater planning study
D, CI, CO, SRA, E, B, C
$118
$26
$-
$-
$28
$-
$-
$31
$-
$-
$34
331E- Future stormwater management planning
I
1 stormwater management planning study
D, CI, CO, SRA, W, E, B, C
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$583
$72
$48
$49
$79
$52
$54
$86
$57
$26
$60
$269
$-
$-
$-
$-
$-
$-
$-
$-
$-
$269
$672
$-
$-
$-
$-
$-
$-
$-
$-
$-
$672
$475
$206
$-
$-
$-
$-
$-
$-
$-
$-
$269
$621
$515
$106
$-
$-
$-
$-
$-
$-
$-
$-
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
$2,627
$773
$159
$55
$56
$58
$60
$61
$63
$65
$1,277
431-Mississippi River Gorge Subwatersheds Capital Improvement Projects 431A- Towerside CIP
B
1 water quality CIP in Towerside Innovation District
D, CI, W, E, B,
431B- Creative Enterprise Zone CIP
B
1 water quality CIPs in Creative Enterprise Zone
D, CI, E, B
431C- UM/MN State Fair Cooperative Projects
B
1 water quality CIP with UMN/MN State Fair
D, CI, CO, SRA, E, B,
431D- Seminary Pond and ravine stormwater improvements
C
2 tons of sediment removed and 17 pounds of phosphorus removed annually
D, CI, W, E, B, C
431E- Future CIPs
I
1 future water quality CIP
D, CI, CO, W, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 129
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$28
$-
$-
$-
$28
$-
$-
$-
$-
$-
$-
$105
$52
$53
$-
$-
$-
$-
$-
$-
$-
$-
$215
$52
$53
$55
$56
$-
$-
$-
$-
$-
$-
$174
$-
$53
$-
$-
$58
$-
$-
$63
$-
$-
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$759
$124
$180
$76
$107
$81
$24
$25
$89
$26
$27
$130
$-
$-
$-
$-
$-
$-
$-
$63
$33
$34
$1,030
$1,030
$-
$-
$-
$-
$-
$-
$-
$-
$-
$857
$103
$371
$382
$-
$-
$-
$-
$-
$-
$-
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
$2,607
$1,185
$424
$437
$56
$58
$60
$61
$127
$98
$101
332/432 Mississippi River Confluence Subwatersheds 332- Mississippi River Confluence Subwatersheds Projects 1 East Kittsondale study and water quality CIP
D, CI, CO, E, C
Advance stormwater designs at Ford Redevelopment Site
D, CI, B
I
Environmental investigation studies
D, CI, SRA, B, C
332D- Snelling-Midway Phase II Redevelopment Planning
C
Properties connected to District rainwater reuse system
D, CI, B, C
332F- Future stormwater management planning
I
1 stormwater planning study
D, CI, CO, SRA, E, B, C
332A- East Kittsondale Subwatershed Project Prioritization
B
332B-- Ford Redevelopment Site comprehensive stormwater planning
C
332C- Area C Ford Site planning
432-Mississippi River Confluence Subwatersheds Capital Improvement Projects 432A-East Kittsondale stormwater BMPs
B
1 East Kittsondale water quality CIP
D, CI, C
432B-Ford Redevelopment District stormwater system and central water feature
C
Stormwater runoff retained and sediment and phosphorus reductions; central stormwater featured constructed
D, CI, B
432E-Victoria Park stormwater improvements
C
Stormwater runoff retained and sediment and phosphorus reductions; stormwater featured constructed
D, CI, C
432F-Future CIPs
I
1 future water quality CIP
D, CI, CO, SRA, E, B, C
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 130
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$108
$-
$53
$55
$-
$-
$-
$-
$-
$-
$-
$180
$-
$53
$-
$-
$-
$60
$-
$-
$-
$67
$236
$-
$-
$55
$56
$-
$-
$61
$63
$-
$-
$236
$-
$-
$55
$56
$-
$-
$61
$63
$-
$-
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
$1,113
$31
$138
$197
$146
$35
$96
$160
$165
$39
$108
333/433 Mississippi River Downtown Subwatersheds 333- Mississippi River Downtown Subwatersheds Projects 333A- Sears Redevelopment Site stormwater planning
I
Sears redevelopment site stormwater planning study
D, CI, SRA, B
333B- Swede Hollow BMP feasibility study
I
Swede Hollow BMP feasibility study
D, CI
333C- Phalen Creek subwatershed water quality and quantity study
C
1 Phalen Creek subwatershed water quality and quantity study
D, CI, CO
333D- Saint Anthony Hill subwatershed water quality and quantity study
C
1 Saint Anthony Hill subwatershed water quality and quantity study
D, CI, CO
333F- Future stormwater management planning
I
1 future stormwater planning study
D, CI, CO, SRA, B, C
433- Mississippi River Downtown Subwatersheds Capital Improvement Projects 433A- Sears Redevelopment Site
I
1 Sears site water quality CIP
D, CI, SRA, B
$374
$-
$-
$-
$-
$-
$-
$184
$190
$-
$-
433B- Swede Hollow CIP
I
1 Swede Hollow water quality CIP
D, CI
$789
$-
$-
$-
$-
$-
$-
$-
$127
$326
$336
433E- Science Museum of Minnesota
C
1 Science Museum of Minnesota water quality CIP
D, C $523
$258
$265
$-
$-
$-
$-
$-
$-
$-
$-
433F- Future CIPs
I
3 future water quality CIPs
D, CI, CO, SRA, B, C
$1,771
$155
$159
$164
$169
$174
$179
$184
$190
$196
$202
$3,457
$412
$424
$164
$169
$174
$179
$369
$507
$522
$538
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 131
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
$354
$31
$32
$33
$34
$35
$36
$37
$38
$39
$40
$390
$-
$-
$-
$-
$-
$-
$-
$95
$261
$34
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
375/475 Watershed Wide Planning, Assessment and Implementation 375- Watershed Wide Planning and Assessment Projects 375A- Transportation Redevelopment Projects Stormwater Feasibility Studies/ Preliminary Engineering
I
375B- Great River Passage Project - Feasibility Studies/ Preliminary Engineering
I
375C- Watershed Management Plan update
C
375D- Partner agency plan review and comment
I
375E- GIS Program
1 Transportation-oriented stormwater feasibility study
D, CI, CO, SRA,
1 Great River Passage stormwater feasibility study
D, CI, CO, SRA, C
Updated Plan
D, CI, CO, SRA, W, E, B, C
5 comment letters on draft updates to District cities' local surface water management plans comment letters
D, CI, CO, SRA, W
I
Updated GIS information and data
D, CI, CO, SRA
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
375F-Saint Paul watershed governance exploration
I
Technical memorandum evaluating water governance in Saint Paul
D, CI, CO, SRA, W
$64
$21
$21
$22
$-
$-
$-
$-
$-
$-
$-
375G-Public private partnership opportunities
I
2 meetings per year
D, CI, E, B, C
$118
$10
$11
$11
$11
$12
$12
$12
$13
$13
$13
375H-District Flooding Prioritization and Solution Identification
I
List of priority flood mitigation sites and potential solutions
D, CI, CO, SRA
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
375I-Trash management planning and implementation for areas surrounding District infrastructure and water and natural resources
I
Trash management plan
D, CI, CO, SRA, E, B, C $298
$-
$-
$82
$28
$29
$30
$31
$32
$33
$34
375J- Municipal source control/ good housekeeping planning and implementation assistance
I
$48
$-
$-
$-
$-
$-
$24
$25
$-
$-
$-
Municipal source control and good housekeeping plan
D, CI, CO, SRA, E
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 132
Capitol Region Watershed Management Plan 2021-2030
IMPLEMENTATION PLAN
FUND- PROGRAM/PROJECT TITLE
PRIORITY ¹
Table 3-5: CRWD 2021-2030 Plan Implementation Table and Capital Improvement Program (continued) Cost (in thousands) 3 MEASURABLE OUTPUTS
PARTNERS 2
375K-District Chloride Source Assessment and Prevention Plan
I
Chloride reduction plan
D, CI, CO, SRA
375L- District boundary corrections
I
Corrected District boundaries
D, W
375M-Mixed use neighborhood node drainage and water quality study
B
375N-Tools for quantification of non-SW benefits of green infrastructure
I
375O- limate science and community resiliency
C
Mixed use neighborhood study
Total
2021
2022
2023
2024
2025
2026
2027
2028
2029
2030
$78
$52
$27
$-
$-
$-
$-
$-
$-
$-
$-
$29
$-
$-
$-
$-
$29
$-
$-
$-
$-
$-
$66
$-
$-
$-
$-
$-
$-
$-
$-
$33
$34
$52
$26
$27
$-
$-
$-
$-
$-
$-
$-
$-
$236
$21
$21
$22
$23
$23
$24
$25
$25
$26
$27
$3,504
$314
$297
$333
$264
$301
$304
$314
$393
$600
$383
D, CI
Technical memorandum of green infrastructure cost-benefit tools
D, E
Local climate change and adaption study report
D, CI, CO, SRA, W, E, B, C
475-Watershed Wide Capital Improvement Projects 475A-Transit Redevelopment Stormwater CIPs
I
1 transporation-related water quality CIP
D, CI, CO, SRA
$590
$52
$53
$55
$56
$58
$60
$61
$63
$65
$67
475B-Great River Passage CIPs
I
1 Great River Passage water quality CIPs
D, CI, CO, SRA, B, C
$886
$77
$80
$82
$84
$87
$90
$92
$95
$98
$101
475P- Stormwater Impact Fund Implementation
I
1 stormwater impact fund CIP
D
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
$-
475Q- Debt and Loan Service
C
Semi-annual debt service payments
D
$11,380
$1,082
$1,114
$1,147
$1,126
$1,159
$1,194
$1,230
$1,077
$1,109
$1,142
$12,856
$1,210
$1,247
$1,284
$1,266
$1,304
$1,343
$1,384
$1,235
$1,272
$1,310
NOTES: ¹ Priority Level=C=Critical, I=Important, B=Beneficial ² Partners (Lead=bold): D=District, CI=Cities, CO=Counties, SRA=State/Regional Agencies, W=Other WMD/WMOs, E=Educational institutions, B=Business/Developers, C=Community groups/ Non-profits ³ Costs are shown rounded to the nearest $1,000 133
March 3, 2021 III. Permits A.) Mississippi River Blvd Subdivision Review Extension Request (Hosch)
DATE: TO: FROM: RE:
February 24, 2021 CRWD Board of Managers Elizabeth Hosch 60-day Review Period Extension for Permit 21-002
Background The current review period for Permit 21-002 Mississippi River Blvd Subdivision expires on 3-16-2021. Issues The applicant requested an extension to the 60-day review period prior to the expiration. The applicant has requested the additional time to complete the required conditions. Requested Action Approve 60-day review period extension for Permit 21-002 Mississippi River Blvd Subdivision to expire May 15, 2021.
W:\07 Programs\Permitting\2020\20-020 Wilder Square\Brd Memo Extension request 21-002, MRB subdivision.docx
Our Mission is to protect, manage and improve the water resources of Capitol Region Watershed District.
Capitol Region Watershed District Applicant:
Permit 21-006 Western Highland Bridge Block 19 and 25 Alleys
Nick Koch Ryan Companies 533 South Third Street, Suite 100 Minneaplis, MN 55415
Consultant: Ben Palazzolo Alliant Engineering Inc 733 Marquette Avenue Ste 700 Minneapolis, MN 55402
Description: The Highland Bridge Block 19 and 25 Alleys Project is the grading and paving of two alleys and the installation of utilities on Blocks 19 and 25 that will be constructed under Ryan’s Development Plan. Stormwater Management: Regional treatment under the Ford Stormwater Master Plan, no onsite treatment. District Rule: —C, D, F Disturbed Area: 1.04 Acres Impervious Area: 0.36 Acres
STAFF RECOMMENDATION: Approve with 2 Conditions:
1. Receipt of $1,800 surety. 2. Confirm transmittal of current drainage and impervious data to Ryan team for their Spring 2021 update of the overall site stormwater master plan.
Permit Location Permit Report 21-006
Aerial Photo Board Meeting Date: 03/03/2021
Capitol Region Watershed District Permit Report CRWD Permit #:
21-006
Review date:
February 12, 2021
Project Name:
Western Highland Bridge Block 19 and 25 Alleys
Applicant:
Ben Palazzolo Alliant Engineering Inc 733 Marquette Avenue Ste 700 Minneapolis, MN 55402 (651) 788-9616 bpalazzolo@alliant-inc.com
Purpose:
Grading and paving of two alleys and the installation of utilities on Blocks 19 and 25. Runoff will connect to approved permanent stormwater management outlined in CRWD Permit 20-013 Ford Site Redevelopment Stormwater Master Plan.
Location:
2192 Ford Parkway, St. Paul, MN
Applicable Rules:
C, D, and F
Recommendation:
Approve with 2 Conditions
EXHIBITS: 1. Stormwater Narrative (642 Pages), by Alliant Engineering Inc., dated 2/8/21, recv. 2/9/21. HISTORY & CONSIDERATIONS: Runoff will connect to approved permanent stormwater management outlined in CRWD Permit 20-013 Ford Site Redevelopment Stormwater Master Plan. RULE C: STORMWATER MANAGEMENT Standards Proposed discharge rates for the 2-, 10-, and 100-year events shall not exceed existing rates. Developments and redevelopments must reduce runoff volumes in the amount equivalent to an inch of runoff from the impervious areas of the site. Stormwater must be pretreated before discharging to infiltration areas to maintain the long-term viability of the infiltration area.
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Developments and redevelopments must incorporate effective non-point source pollution reduction BMPs to achieve 90% total suspended solid removal. Findings 1. Stormwater runoff rate, water quality and volume retention were reviewed and approved under CRWD Permit #20-013 (Ford Site Stormwater Master Plan). Therefore, the intent of this review is to verify compliance by comparing the amount of impervious surface approved during review of the Master Plan versus each subsequent private site development project. Table 1. Approved vs. Proposed Impervious Area. Approved Master Plan Site Development Block/Lot 2 Impervious Area (ft ) Impervious Area (ft2) 19/1 18,731 2,141* 19/2 25,178 5,610* 25/1 17,206 1,860* 25/2 25,178 5,890*
* Impervious area does not reflect the final impervious area. Future development of Blocks 19 and 25 should include this impervious area in their final calculations.
a. The proposed site new/reconstructed impervious area is equal to or below the impervious area approved in the master plan. b. No additional volume retention is required for this site-specific development. RULE D: FLOOD CONTROL Standards Compensatory storage shall be provided for fill placed within the 100-year floodplain. All habitable buildings, roads, and parking structures on or adjacent to a project site shall comply with District freeboard requirements. Findings 1. There is no floodplain on the property according to FEMA. 2. All habitable buildings, roads, and parking structures on or adjacent to the project site comply with CRWD freeboard requirements. RULE E: WETLAND MANAGEMENT Standard Wetlands shall not be drained, filled (wholly or in part), excavated, or have sustaining hydrology impacted such that there will be a decrease in the inherent (existing) functions and values of the wetland. A minimum buffer of 25 feet of permanent nonimpacted vegetative ground cover abutting and surrounding a wetland is required. Findings 1. There are no known wetlands located on the property.
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RULE F: EROSION AND SEDIMENT CONTROL Standards A plan shall demonstrate that appropriate erosion and sediment control measures protect downstream water bodies from the effects of a land-disturbing activity. Erosion Control Plans must adhere to the MPCA Protecting Water Quality in Urban Areas Manual. Findings 1. Erosion and sediment control measures are consistent with best management practices, as demonstrated in the MPCA manual Protecting Water Quality in Urban Areas. 2. Adjacent properties are protected from sediment transport/deposition. 3. Wetlands, waterbodies and water conveyance systems are protected from erosion/sediment transport/deposition. 4. Total disturbed area is 1.04 acres; an NPDES permit is required. A SWPPP has been submitted. RULE G: ILLICIT DISCHARGE AND CONNECTION Standard Stormwater management and utility plans shall indicate all existing and proposed connections from developed and undeveloped lands for all water that drains to the District MS4. Findings 1. New direct connections or replacement of existing connections are not proposed. 2. Prohibited discharges are not proposed. Recommendation: Approve with 2 Conditions Conditions: 1. Receipt of $1,800 surety. 2. Confirm transmittal of current drainage and impervious data to Ryan team for their Spring 2021 update of the overall site stormwater master plan.
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GRADING NOTES: GRADING LEGEND: WESTERN HIGHLAND BRIDGE 6
6 11
PLAN SET - SUBMITTAL GRADING AND DRAINAGE PLAN
Capitol Region Watershed District Applicant:
Anthony Adams Ryan Companies 533 S Third St, Suite 100 St. Paul, MN 55415
Permit 21-009 Highland Bridge Lot 1 Block 6 Consultant:
Description: 182 Unit Senior Living building for Presbyterian Homes. This project will be designed along with Lot 1 Block 7 and is expected to start construction a few months prior. Stormwater Management: Regional stormwater treatment under the Ford Site Stormwater Master Plan, no onsite treatment. District Rule: —C, D, F Disturbed Area: 2.3 Acres Impervious Area: 2.06 Acres STAFF RECOMMENDATION: Approve with 4 Conditions: 1. Receipt of $10,300 surety. 2. Provide plans signed by a professional engineer per the Minnesota Board of AELSLAGID to confirm alignment with reviewed plans noted in Exhibit 1. 3. Revise erosion control plan to include inlet protection for two catch basins on Mount Curve Blvd just south of the construction entrance. These catch basins are down gradient from the construction entrance and have a high likelihood of receiving sediment ladened runoff from truck traffic. 4. Incorporate current drainage and impervious info for the Spring 2021 update of the overall site stormwater master plan and XPSWMM model.
Mt Curve
Permit Location Permit Report 21-009
Aerial Photo Board Meeting Date: 03/03/2021
Capitol Region Watershed District Permit Report CRWD Permit #:
21-009
Review date:
February 22, 2021
Project Name:
Highland Bridge Lot 1 Block 6
Applicant:
Anthony Adams Ryan Companies 533 S Third St, Suite 100 St. Paul, MN 55415 (612) 492-4741 anthony.adams@ryancompanies.com
Purpose:
Construction of a four-story, 182 Unit Senior Living building for Presbyterian Homes & Services.
Location:
825 Mount Curve Blvd, St. Paul, MN
Applicable Rules:
C, D, and F
Recommendation:
Approve with 4 Conditions
EXHIBITS: 1. Civil Plans (11 Sheets), by Ryan Companies, dated 2/5/21, recv. 2/11/21. 2. Stormwater Narrative, by Ryan Companies, dated 2/10/21. recv. 2/11/21. 3. Stormwater Management Plan, by Barr Engineering, dated 7/2020, recv. 2/11/21. 4. Exhibit 1 Ford Site Development Plan, by Ryan Companies, not dated, recv. 2/11/21. 5. Exhibit 4 Recorded Ford Plat, by Westwood Professional Services, dated 11/27/19, recv. 2/11/21. 6. Exhibit 6 Infrastructure Plan Sheets, by Kimley Horn, dated 5/27/20, recv. 2/11/21. 7. Exhibit 7 Drainage Map, by Ryan Companies, dated 2/5/21, recv. 2/11/21. 8. Exhibit 8 Impervious Spreadsheet, by Ryan Companies, not dated, recv. 2/11/21. 9. Exhibit 9 NPDES Permit, by MPCA, dated 6/16/20, recv. 2/11/21. 10. Exhibit 10 SWPPP, by Ryan Companies, dated 2/10/21, recv. 2/11/21. 11. Ford Site Alternative Permitting Process, by CRWD, dated 6/11/20, recv. 2/11/21. 12. Geotechnical Evaluation Report, by Braun Intertec, dated 2/3/21, recv. 2/11/21. HISTORY & CONSIDERATIONS: Runoff will connect to approved permanent stormwater management outlined in CRWD Permit 20-013 Ford Site Redevelopment Stormwater Master Plan.
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RULE C: STORMWATER MANAGEMENT Standards Proposed discharge rates for the 2-, 10-, and 100-year events shall not exceed existing rates. Developments and redevelopments must reduce runoff volumes in the amount equivalent to an inch of runoff from the impervious areas of the site. Stormwater must be pretreated before discharging to infiltration areas to maintain the long-term viability of the infiltration area. Developments and redevelopments must incorporate effective non-point source pollution reduction BMPs to achieve 90% total suspended solid removal. Findings 1. Stormwater runoff rate, water quality and volume retention were reviewed and approved under CRWD Permit #20-013 (Ford Site Stormwater Master Plan). Therefore, the intent of this review is to verify compliance by comparing the amount of impervious surface approved during review of the Master Plan versus each subsequent private site development project. Table 1. Approved vs. Proposed Impervious Area. Approved Master Plan Site Development Block/Lot Impervious Area (ft2) Impervious Area (ft2) 6/1 95,179 89,554 a. The proposed site new/reconstructed impervious area is equal to or below the impervious area approved in the master plan. b. No additional volume retention is required for this site-specific development. RULE D: FLOOD CONTROL Standards Compensatory storage shall be provided for fill placed within the 100-year floodplain. All habitable buildings, roads, and parking structures on or adjacent to a project site shall comply with District freeboard requirements. Findings 1. There is no floodplain on the property according to FEMA. 2. All habitable buildings, roads, and parking structures on or adjacent to the project site comply with CRWD freeboard requirements. RULE E: WETLAND MANAGEMENT Standard Wetlands shall not be drained, filled (wholly or in part), excavated, or have sustaining hydrology impacted such that there will be a decrease in the inherent (existing) functions and values of the wetland. A minimum buffer of 25 feet of permanent nonimpacted vegetative ground cover abutting and surrounding a wetland is required.
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Findings 1. There are no known wetlands located on the property. RULE F: EROSION AND SEDIMENT CONTROL Standards A plan shall demonstrate that appropriate erosion and sediment control measures protect downstream water bodies from the effects of a land-disturbing activity. Erosion Control Plans must adhere to the MPCA Protecting Water Quality in Urban Areas Manual. Findings 1. Erosion and sediment control measures are not consistent with best management practices, as demonstrated in the MPCA manual Protecting Water Quality in Urban Areas. 2. Adjacent properties are protected from sediment transport/deposition. 3. Wetlands, waterbodies and water conveyance systems are not protected from erosion/sediment transport/deposition. 4. Total disturbed area is 2.3 acres; an NPDES permit is required. A SWPPP has been submitted. RULE G: ILLICIT DISCHARGE AND CONNECTION Standard Stormwater management and utility plans shall indicate all existing and proposed connections from developed and undeveloped lands for all water that drains to the District MS4. Findings 1. New direct connections or replacement of existing connections are not proposed. 2. Prohibited discharges are not proposed. Recommendation: Approve with 4 Conditions Conditions: 1. Receipt of $10,300 surety. 2. Provide plans signed by a professional engineer per the Minnesota Board of AELSLAGID to confirm alignment with reviewed plans noted in Exhibit 1. 3. Revise erosion control plan to include inlet protection for two catch basins on Mount Curve Blvd just south of the construction entrance. These catch basins are down gradient from the construction entrance and have a high likelihood of receiving sediment ladened runoff from truck traffic. 4. Incorporate current drainage and impervious info for the Spring 2021 update of the overall site stormwater master plan and XPSWMM model.
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RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax
WWW.RYANCOMPANIES.COM OWNER
CONSULTANTS
KEY PLAN
PROJECT INFORMATION
825 Mount Curve Blvd St. Paul, MN 55116
© 2020 RYAN A&E, INC.
0
20
SCALE
IN
40
DRAWN BY ZRJ
CHECKED BY ATA
JOB NO. 700-909
DATE 02.05.2021
FEET
LEGEND:
ISSUE RECORD ISSUE #
EXISTING
DATE
DESCRIPTION
PROPOSED
MINOR CONTOUR
N
STORM SEWER PIPE
STORM CLEANOUT ONE-POINT PERCENT GRADE TWO-POINT PERCENT GRADE SLOPE RATIO CUT / FILL DEPTH PAVEMENT ELEVATION CONCRETE ELEVATION
P FO RE R LIM CO I NS NAR TR Y UC T
STORM MANHOLE
T
STORM INLET
FLARED END SECTION
IO
SOLID DRAINTILE PERFORATED DRAINTILE
NO
R:\Projects\700\900\700-909 Ford Senior Living Presbyterian Homes\CIVIL\_dwg Sheet Files\700909 B6 C400 GRADING PLAN.dwg
MAJOR CONTOUR
GUTTER LINE ELEVATION TOP OF CURB ELEVATION TOP OF CURB=GUTTER LINE TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION GROUND ELEVATION NATURAL GROUND
DD PROGRESS SET 2.5.2021
GRADING PLAN
FINISHED FLOOR ELEVATION STRUCTURE RIM ELEVATION SOIL BORING BENCHMARK
W C400
NOT FOR CONSTRUCTION
Highland Bridge Lot 1 Block 6
Capitol Region Watershed District Applicant:
Anthony Adams Ryan Companies 533 S Third St, Suite 100 St. Paul, MN 55415
Permit 21-010 Highland Bridge Lot 1 Block 7 Consultant:
Description: 118 Unit Senior Living building for Presbyterian Homes. This project will be designed alongside Lot 1 Block 6 but will start construction a few months after. Stormwater Management: Regional stormwater treatment under the Ford Site Stormwater Master Plan, no onsite treatment. District Rule: —C, D, F Disturbed Area: 1.3 Acres Impervious Area: 1.15 Acres STAFF RECOMMENDATION: Approve with 4 Conditions: 1. Receipt of $5,700 surety. 2. Provide plans signed by a professional engineer per the Minnesota Board of AELSLAGID to confirm alignment with reviewed plans noted in Exhibit 1. 3. Revise erosion control plan to include inlet protection for two catch basins on Mount Curve Blvd just south of the construction entrance. These catch basins are down gradient from the construction entrance and have a high likelihood of receiving sediment ladened runoff from truck traffic. 4. Incorporate current drainage and impervious info for the Spring 2021 update of the overall site stormwater master plan and XPSWMM model.
Hillcrest
Permit Location Permit Report 21-010
Aerial Photo
Board Meeting Date: 03/03/2021
Capitol Region Watershed District Permit Report CRWD Permit #:
21-010
Review date:
February 22, 2021
Project Name:
Highland Bridge Lot 1 Block 7
Applicant:
Anthony Adams Ryan Companies 533 S Third St, Suite 100 St. Paul, MN 55415 (612) 492-4741 anthony.adams@ryancompanies.com
Purpose:
Construction of a five-story 118 Unit Senior Living building for Presbyterian Homes & Services.
Location:
820 Mount Curve Blvd, St. Paul, MN
Applicable Rules:
C, D, and F
Recommendation:
Approve with 4 Conditions
EXHIBITS: 1. Civil Plans (10 Sheets), by Ryan Companies, dated 2/5/21, recv. 2/11/21. 2. Stormwater Narrative, by Ryan Companies, dated 2/10/21. recv. 2/11/21. 3. Exhibit 1 Development Plan, by Ryan Companies, not dated, recv. 2/11/21. 4. Exhibit 2 Alternative Permitting Process, by CRWD, dated 6/11/20, recv. 2/11/21. 5. Exhibit 3 Stormwater Master Plan, by Barr Engineering, dated 7/2020, recv. 2/11/21. 6. Exhibit 4 Recorded Ford Plat, by Westwood Professional Services, dated 11/27/19, recv. 2/11/21. 7. Exhibit 5 Geotechnical Evaluation Report, by Braun Intertec, dated 2/3/21, recv. 2/11/21. 8. Exhibit 6 Infrastructure Plan Sheets, by Kimley Horn, dated 5/27/20, recv. 2/11/21. 9. Exhibit 7 Drainage Maps, by Ryan Companies, dated 2/5/21, recv. 2/11/21. 10. Exhibit 8 Impervious Design Spreadsheet, by Ryan Companies, not dated, recv. 2/11/21. 11. Exhibit 9 NPDES Permit, by MPCA, dated 6/16/20, recv. 2/11/21. 12. Exhibit 10 SWPPP Narrative, by Ryan Companies, dated 2/10/21, recv. 2/11/21. HISTORY & CONSIDERATIONS: Runoff will connect to approved permanent stormwater management outlined in CRWD Permit 20-013 Ford Site Redevelopment Stormwater Master Plan. W:\07 Programs\Permitting\2021\21-010, Highland Bridge Lot 1 Block 7\21-010 Permit Report_R1b.doc Page 1 of 3
RULE C: STORMWATER MANAGEMENT Standards Proposed discharge rates for the 2-, 10-, and 100-year events shall not exceed existing rates. Developments and redevelopments must reduce runoff volumes in the amount equivalent to an inch of runoff from the impervious areas of the site. Stormwater must be pretreated before discharging to infiltration areas to maintain the long-term viability of the infiltration area. Developments and redevelopments must incorporate effective non-point source pollution reduction BMPs to achieve 90% total suspended solid removal. Findings 1. Stormwater runoff rate, water quality and volume retention were reviewed and approved under CRWD Permit #20-013 (Ford Site Stormwater Master Plan). Therefore, the intent of this review is to verify compliance by comparing the amount of impervious surface approved during review of the Master Plan versus each subsequent private site development project. Table 1. Approved vs. Proposed Impervious Area. Approved Master Plan Site Development Block/Lot 2 Impervious Area (ft ) Impervious Area (ft2) 7/1 53,797 49,885 a. The proposed site new/reconstructed impervious area is equal to or below the impervious area approved in the master plan. b. No additional volume retention is required for this site-specific development. RULE D: FLOOD CONTROL Standards Compensatory storage shall be provided for fill placed within the 100-year floodplain. All habitable buildings, roads, and parking structures on or adjacent to a project site shall comply with District freeboard requirements. Findings 1. There is no floodplain on the property according to FEMA. 2. All habitable buildings, roads, and parking structures on or adjacent to the project site comply with CRWD freeboard requirements. RULE E: WETLAND MANAGEMENT Standard Wetlands shall not be drained, filled (wholly or in part), excavated, or have sustaining hydrology impacted such that there will be a decrease in the inherent (existing) functions and values of the wetland. A minimum buffer of 25 feet of permanent nonimpacted vegetative ground cover abutting and surrounding a wetland is required. W:\07 Programs\Permitting\2021\21-010, Highland Bridge Lot 1 Block 7\21-010 Permit Report_R1b.doc Page 2 of 3
Findings 1. There are no known wetlands located on the property. RULE F: EROSION AND SEDIMENT CONTROL Standards A plan shall demonstrate that appropriate erosion and sediment control measures protect downstream water bodies from the effects of a land-disturbing activity. Erosion Control Plans must adhere to the MPCA Protecting Water Quality in Urban Areas Manual. Findings 1. Erosion and sediment control measures are not consistent with best management practices, as demonstrated in the MPCA manual Protecting Water Quality in Urban Areas. 2. Adjacent properties are protected from sediment transport/deposition. 3. Wetlands, waterbodies and water conveyance systems are not protected from erosion/sediment transport/deposition. 4. Total disturbed area is 1.3 acres; an NPDES permit is required. A SWPPP has been submitted. RULE G: ILLICIT DISCHARGE AND CONNECTION Standard Stormwater management and utility plans shall indicate all existing and proposed connections from developed and undeveloped lands for all water that drains to the District MS4. Findings 1. New direct connections or replacement of existing connections are not proposed. 2. Prohibited discharges are not proposed. Recommendation: Approve with 4 Conditions Conditions: 1. Receipt of $5,700 surety. 2. Provide plans signed by a professional engineer per the Minnesota Board of AELSLAGID to confirm alignment with reviewed plans noted in Exhibit 1. 3. Revise erosion control plan to include inlet protection for two catch basins on Mount Curve Blvd just south of the construction entrance. These catch basins are down gradient from the construction entrance and have a high likelihood of receiving sediment ladened runoff from truck traffic. 4. Incorporate current drainage and impervious info for the Spring 2021 update of the overall site stormwater master plan and XPSWMM model.
W:\07 Programs\Permitting\2021\21-010, Highland Bridge Lot 1 Block 7\21-010 Permit Report_R1b.doc Page 3 of 3
RYAN A+E, INC. 533 South Third Street, Suite 100 Minneapolis, MN 55415 612-492-4000 tel 612-492-3000 fax
WWW.RYANCOMPANIES.COM OWNER
CONSULTANTS
KEY PLAN
PROJECT INFORMATION
820 Mount Curve Blvd St. Paul, MN 55116
© 2020 RYAN A&E, INC.
0
20
SCALE
IN
40
DRAWN BY ZRJ
CHECKED BY ATA
JOB NO. 700-909
DATE 02.05.2021
FEET
LEGEND:
ISSUE RECORD ISSUE #
EXISTING
DATE
DESCRIPTION
PROPOSED
MINOR CONTOUR
N
STORM SEWER PIPE
STORM CLEANOUT ONE-POINT PERCENT GRADE TWO-POINT PERCENT GRADE SLOPE RATIO CUT / FILL DEPTH PAVEMENT ELEVATION CONCRETE ELEVATION
P FO RE R LIM CO I NS NAR TR Y UC T
STORM MANHOLE
T
STORM INLET
FLARED END SECTION
IO
SOLID DRAINTILE PERFORATED DRAINTILE
NO
R:\Projects\700\900\700-909 Ford Senior Living Presbyterian Homes\CIVIL\_dwg Sheet Files\700909 B7 C400 GRADING PLAN.dwg
MAJOR CONTOUR
GUTTER LINE ELEVATION TOP OF CURB ELEVATION TOP OF CURB=GUTTER LINE TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION GROUND ELEVATION NATURAL GROUND
DD PROGRESS SET 2.05.2021
GRADING PLAN
FINISHED FLOOR ELEVATION STRUCTURE RIM ELEVATION SOIL BORING BENCHMARK
E C400
NOT FOR CONSTRUCTION
Highland Bridge Lot 1 Block 7
March 3, 2021 Board Meeting V. Action Item A) Approve Minutes of February 17, 2021 Regular Board Meeting
(Sylvander)
Regular Board Meeting of the Capitol Region Watershed District (CRWD) Board of Managers, for Wednesday, February 17, 2021, 6:00 p.m. (Regular Meeting) at the office of CRWD, 595 Aldine Street, St. Paul, Minnesota. REGULAR MEETING MINUTES I.
A)
Call to Order of Regular Meeting (President Joe Collins)
Managers Joe Collins Shawn Murphy Rick Sanders Hawona Sullivan Janzen Mary Texer
B)
Staff Present Britta Belden, CRWD Jessica Bromelkamp, CRWD Mark Doneux, CRWD Belinda Gardner, CRWD Elizabeth Hosch, CRWD Michelle Sylvander, CRWD Mary Van Sant, CRWD Nate Zwonitzer, CRWD Forrest Kelley, CRWD James Mogen, Ramsey County Atty
Public Attendees Andrew Montain, resident Renee Pardello, resident Mary Lilly, CAC Todd Shoemaker, Wenck Eric Osterdyk, Wenck Jeff Madejczk Pat Cavanaugh, CAC Robin Schroeder, resident Brian Field, Anderson Engineering Devin Driscoll, CAC applicant Bob Willmus, resident
Review, Amendments and Approval of the Agenda.
Motion 21-028: Approve the Agenda of February 17, 2021, with no changes. Murphy/Sanders Unanimously Approved II.
Public Comment
No Comments. A few residents were in attendance regarding the Enclave at McCarrons Lake Development. President Collins asked the residents to share their comments at the time of the permit review. III.
Permit Applications and Program Updates A)
20-019, Marshall and Finn Apartments – Amendment (Hosch)
Ms. Hosch reviewed permit #20-019 for Marshall and Finn Apartments. The applicant, Fairway Property Management will be amending previous approval to demo existing single-family homes and construction. The applicable rules are Stormwater Management (Rule C), Flood Control (Rule D), and Erosion and Sediment Control (Rule F). The disturbed area of this project is 1.7 acres with .76 acres impervious surface. Motion 21-029: Approve with 4 Conditions Conditions: 1. Receipt of $3,800 surety. 2. Receipt of documentation of maintenance agreement recorded with Ramsey County. 3. Provide a detail that accurately shows how the 60‐inch pipes and 36‐inch pipes will be laid out together in Infiltration Basin 1. 4. Remove drawdown risers within pretreatment pipes or provide documentation of their effectiveness. Murphy/Sanders Unanimously Approved B) 21-001, The Enclave at McCarrons Lake Development (Hosch) Ms. Hosch reviewed permit #21-001 for The Enclave at McCarrons Lake Development. The applicant, Airborne Holdings, LLC will sub-divide and develop 20 lots. The applicable rules are Stormwater Management (Rule C), Flood Control (Rule D), Wetland Management (Rule E), and Erosion and Sediment Control (Rule F). The disturbed area of this project is 5.1 acres with 1.76 acres impervious surface. President Collins asked for any questions. Manager Sanders asked for clarification on differences between the NPDES and SWPPP and condition #4. Ms. Hosch explained the difference between the NPDES and SWPPP. Mr. Shoemaker replied to Manager Sanders regarding condition #4. Ms. Pardello, a resident, asked if climate changes are included with the permitting process. Ms Hosch replied that climate changes are taken into consideration in the District’s permitting process. Ms. Pardello asked if the new homes being built near this area have been taken into consideration for runoff concerns for this permit. Ms. Hosch replied that the treatment of stormwater runoff is reviewed for the permit site only. Ms. Pardello asked how the District practices diversity and equity in the permitting process. Administrator Doneux replied that the District does not have jurisdiction on issues below the high-water mark unless there are floodplain impacts. The housing stock or housing equity issues are a zoning issue and not under our purview in our rules. President Collins stated the CRWD’s rules are designed to address the water quality and flooding issues. Mr. Montain, a resident that lives near Lake McCarrons asked how much rainfall will go into the stormwater system. Mr. Montain asked how much wetland is planned for this permit. Ms. Hosch replied that no wetland replacement is planned for this permit. Ms. Pardello suggested ½ acre of land remain available as green space. Mr. Kelley asked Attorney Mogen if an additional recommendation could be made to include green space. Attorney Mogen replied that any additional recommendations would need to be associated with the district’s rules for the permit. Mr. Field, the engineer for the project, added that
the dock location was taken into consideration for the 100-year flood plan. President Collins added that the Department of Natural Resources maintains jurisdiction of the shoreline of Lake McCarron’s. Mr. Kelley added that the landscaping plan for this permit includes native plants. Mr. Field added that trails are being added to this area and thanked CRWD for their efforts. Manager Texer explained that permits are first reviewed by staff and returned to the developer before being presented to the board. Manager Sullivan Janzen asked for clarification regarding the former use of the land. Mr. Kelley replied that the land has been privately owned and was used for a summer resort many years ago. The land is located adjacent to park land. Motion 21-030: Approve with 7 Conditions Conditions: 1. Receipt of documentation of maintenance agreement recorded with Ramsey County. 2. Provide a copy of the NPDES permit. 3. Provide a site‐specific maintenance plan that includes the following: a. List all stormwater management practices. b. Person(s) responsible for maintenance of stormwater devices(s). c. Frequency of inspection/ indicator that maintenance is needed. d. Description of inspection activities. e. Description of maintenance activities. f. Inspect in winter months to ensure plowed snow is not being stored on infiltration practices. g. Establish a watering plan that extends a minimum of one year after planting. h. Annual maintenance to include trimming vegetation, replacing vegetation where needed, mulch replacement, and removal of accumulated sediment and debris. 4. Revise plans to address the following: a. Correct note on drawing on sheet C5 to read 8:1 max slope around the wetland. b. Revise pretreatment for basins A and C. The sump depth shall be four times larger than the outlet pipe per EPA guidance. Outlet pipes for sumps in CBMH‐104 and STMH‐402 are 12 inches in diameter, which would require a sump depth of four feet. The manhole skimmer Detail 5 on Sheet C14 refers to a SAFL baffle, but it is unclear if a SAFL baffle will be installed or just a snout. c. Revise Landscaping plan to address the following: i. Specify potted plants or plugs to vegetate infiltration basins. Basin seeding should be avoided. ii. Specify deep rooted, salt tolerant, native plants according to Plants for Stormwater Design (Shaw and Schmidt, 2003). iii. Provide signage that deters snow management from using the infiltration Basin A for snow storage. d. Extend energy dissipation to the toe of the slope where drainage swale enters Infiltration Basin B. e. Revise Sheet C5 to include riprap at FES‐103. Riprap is shown on Sheet C6, but not Sheet C5. f. Revise grading such that the east filtration swale drains to a grated inlet at STMH‐407. As currently proposed overflow from the swale may create a nuisance condition by crossing the adjacent sidewalk.
g. Revise rip‐rap placement at FES‐203 such that no rip‐rap is within the wetland. 5. Revise HydroCAD model to justify the use of sheet flow lengths over 100 feet for proposed conditions subcatchments 10S, 30S, 50S, and 80S. The Minnesota Stormwater Manual recommends a maximum sheet flow length of 100 feet due to the tendency for flow to channelize beyond 100 feet. 6. Revise model or plans to correspond for the Pond A (Basin A) outlet diameter. Diameter of primary outlet is 15 inches in HydroCAD and 12 inches on Sheet C6 in the plans. 7. Clarify the Lake McCarron’s Ordinary High Water Level (OHWL) discrepancy between the wetland delineation (842.39’) and the plan (842.09’). Murphy/Sanders Unanimously Approved IV.
Special Reports – Regulations Program Overview and Update (Hosch)
Ms. Hosch reviewed that the CRWD Regulatory Division has established a routine of providing regular permit updates and refresher information to the Board of Managers. Some recent Board conversation have raised questions that would be well answered to the full group. Ms. Hosch reviewed a presentation summarizing the CRWD permitting process, including current online permit application function and stormwater sequencing, summary of the national permitting framework for both construction and municipal activities, and introduction into sediment and erosion control practices on the ground. Manager Texer added that CRWD has shut down construction sites when conditions are not being met as agreed to in the permit. President Collins asked if the presentation could be shared for future reference. Ms. Hosch replied that it could be shared. Administrator Doneux added that Ms. Hosch’s presentation focused on permitting requirements. A future presentation could include permitting requirements for wetland or floodplain impacts. No Motion. For information only. V.
Action Items A)
AR: Approve Minutes of the February 3rd Regular Meeting (Sylvander)
Manager Texer and Manager Sullivan Janzen noted corrections. Motion 21-031: Approve the amended Minutes of the February 3, 2021 Regular Meeting with corrections. Murphy/Sanders Unanimously approved. B)
AR: Approve Accounts Payable/Receivable for January 2021 (Sylvander)
Motion 21-032: Approve Accounts Payable/receivable for January 2021. Murphy/Sanders Unanimously approved.
C)
AR: Appoint Devin Driscoll to the Community Advisory Committee (Doneux)
Administrator Doneux reviewed that on February 9, 2021 CRWD received an application from Devin Driscoll with a request to become a member of the Community Advisory Committee. Mr. Driscoll is a member of the Saint Paul Capital Improvement Budget (CIB) Committee, a member of the Hamline Midway Coalition Development Committee, and a member of the board of the Minnesota Supreme Court Historical Society. Mr. Driscoll is an attorney with a developing practice in energy and environmental matters, and a resident of the Hamline Midway neighborhood. Mr. Driscoll is interested in assisting the District in its work of protecting, managing, and improving the water resources within its boundaries. Mr. Driscoll was in attendance and stated he was pleased and honored to serve on the CAC. Motion 21-033: Appoint Devin to the Community Advisory Committee. Murphy/Sanders Unanimously approved. D)
AR: Approve Agreement with WeCo for Web Site Accessibility Audit (Van Sant)
Ms. Van Sant reviewed that digital accessibility is a vital component to a website that is helpful for people with disabilities and can improve usability for all users. The CDC reports 26 percent adults in the United States have some type of disability. There are accessibility standards required by the Americans with Disabilities Act (ADA) and section 508 of the Rehabilitation Act of 1973. CRWD is required to meet the WCAG 2.0, level AA compliance. Ms. Van Sant and staff recommend the audit include mobile devices to best serve all residents, and to help meet future requirements. CRWD’s WordPress site was launched in March 2019. The site designers and developers followed accessibility guidelines, but there are many facets to digital accessibility and the digital world is constantly changing and evolving. The District has a complex website that is necessary to inform and engage its users, including residents, permittees, and colleagues. Using an automated accessibility scan staff was able to detect several accessibility issues on CRWD’s homepage. Automated scans can only capture 19 of the 59 WCAG 2.1 criteria. A manual accessibility audit will give staff specific and actionable feedback that can be applied to all webpages and other digital media. Staff requested proposals for website accessibility audit services from several companies. WeCo’s Manual Accessibility Audit proposal for capitolregionwd.org includes 83 hours of testing five webpages on desktop, iOS and Android using a variety of devices and browsers. The webpages were selected by staff to represent all aspects of the District’s modular website. The audit will include a report outlining accessibility challenge areas and recommendations for changes to improve accessibility. WeCo Accessibility Services is a Minnesota-based, woman-owned business that employs people living with a disability to offer their expertise on accessibility. WeCo Accessibility Specialists live with one or more disability and represent disabilities related to sight, mobility, hearing, and cognition. WeCo has worked with several government agencies in Minnesota at the state, county, and local level. Staff will schedule the Accessibility Audit for Spring 2021, pending Board approval, with an anticipated completion deadline by fall 2021. Manager Texer thanked Ms. Van Sant for her work.
Motion 21-034: Approve a consulting services agreement with WeCo Accessibility Services audit for an amount not to exceed $16,600 and authorize the Administrator to execute the agreement. Murphy/Sanders Unanimously Approved E)
AR: Approve Como Lake Fisheries Management Plan (Belden)
Ms. Belden reviewed the Como Lake Management Plan (CLMP) that was adopted by the Board of Managers on May 15, 2019 and outlines an adaptive management plan for achieving water quality goals for Como Lake over the next 20 years. As part of the CLMP, actions for fisheries management (Actions L8 and L9) were recommended to assist in meeting the objectives of Goal 1, to manage Como Lake as an ecologically healthy shallow lake: L8. Develop long-term targets for a balanced fishery. Develop and implement a “Como Lake Fishery Management Plan” that defines long-term targets for a diverse, ecologically balanced fishery that can also support and sustain recreational fishing for the community. L9. Conduct fish surveys. Complete regular fish surveys every 2-3 years or as need to determine species abundance and diversity, and to measure progress of efforts to meet and sustain long-term targets for a balanced fishery. Actions L8 and L9 were recommended in the CLMP because of the current imbalance between predatory fish and planktivorous fish (e.g., sunfish). Como Lake has few predatory fish to keep the planktivorous fish in check, which can cause a trophic cascade of effects that can influence lake water quality. The Como Lake Fishery Management Plan was developed by CRWD and Wenck Associates in collaboration with the Minnesota DNR. The overall goal of the plan is to manage the Como Lake’s fish community to complement water quality improvement efforts and aquatic plant initiatives while enhancing the lake’s value as an urban recreational fishery. The plan sets forth an adaptive management framework for shifting the lake to a largemouth bass fishery over time. Increasing the abundance of the largemouth bass population in Como Lake would have multiple benefits, including improving recreational fishing opportunities and improving trophic balance through predator control. In the plan, improving the largemouth bass population is viewed as a long-term goal, with shorter-term goals set forth as part of the adaptive management approach (i.e. water quality improvements, restoration of the vegetation community, evaluation and removal of excess rough fish). Management tools are provided in the plan to achieve both short-term and long-term goals. The plan also provides guidance for routine monitoring of the fish populations so the data can inform decision making. Manager Murphy asked if there are any invasive muscles in Como Lake. Ms. Belden replied that is not known if any invasive muscles are in Como Lake. The lake does not have a boat access, so the lake has very little exposure to boats that have been in contact with to other water sources. Motion 21-035: Adopt the Como Lake Fishery Management Plan. Murphy/Sanders
Unanimously Approved F)
AR: Authorize RFP for Trout Brook Subwatershed Detailed Modeling Project (Zwonitzer)
Mr. Zwonitzer reviewed the CRWD budgeted to conduct additional detailed modeling of Trout Brook Interceptor (TBI) and the 8,150-acre Trout Brook subwatershed. This expands on the Atlas-14 model update completed in 2018 by adding spatial resolution to the model particularly in the City of Saint Paul and includes evaluating storm sewer capacity issues and areas of flooding, and watershed pollutant loading. The results will help CRWD and its partners identify and prioritize future mitigation efforts. The TBI Hydraulic, Hydrologic and Water Quality modeling project includes building detailed and calibrated XP-SWMM (hydraulic) and P8 (water quality) models and updating TBI flood prioritization areas. These models will serve as the foundation for future work in the TBI watershed to identify, prioritize, design and build flood mitigation and water quality improvement projects. Though the modeling efforts are time-intensive and costly, they provide critical information to ensure future projects are designed properly and constructed in locations where there is greater need, and they will provide the greatest benefit. It is anticipated that this project will cost between $350,000-$500,000 and will be completed around June 2022. CRWD has budgeted $150,000 for this project in 2021 (CRWD Project #315-21554) and will be approaching City and County partners for contributions towards this effort. Additionally, a grant application through the State and Federal Hazard Mitigation Programs may provide up to 75% of the project cost if awarded. However, it may be over 6 months before grant award notifications are sent, and it is critical that a consultant is in-place to begin field work this summer if the project is to be completed next year. This could result in some project expenses (estimated to be between $25,000-$50,000) being ineligible for grant reimbursement. Staff have identified three consultants from CRWD’s approved engineering pool to receive the RFP. Barr Engineering is CRWD’s primary engineer for the TBI system. HZ United LLC has done extensive modeling for MNDOT and is a disadvantaged business enterprise (DBE). Finally, HR Green has worked with CRWD on past modeling projects and is included in the RFP. Proposals will be due on March 12, 2021 and consultant interviews with staff and Board Capital Improvements, Projects & Partnerships Committee members will take place the week of March 22-26 if needed. Motion 21-036: Authorize staff to distribute RFP for the TBI detailed modeling project. Murphy/Sanders Unanimously Approved VI.
Unfinished Business A)
Diversity, Equity, and Inclusion Update (Gardner)
Ms. Gardner provided a review of diversity, equity, and inclusion efforts. Recruitment efforts for the CAC will include reaching out to areas that are under served in the district. Best hiring practices include partnering with U of M to expand the list of job hiring sites to share job postings. Ms. Gardner will continue to update the Board on quarterly basis.
B)
2020 Watershed Steward Awards Update (Bromelkamp)
Ms. Bromelkamp shared that the award ceremony will be next week. The ceremony will include 2020 highlights. Manager Texer asked if County Commissioners have been invited. Ms. Bromelkamp replied that the event was downsized this year. Managers asked that County Commissioners be included in the invitation. C)
Como Lake - Curly Leaf Pondweed Management Update (Belden)
Ms. Belden provided an update on the curly leaf pondweed. Staff are continuing to work the DNR. Como Lake will be treated with herbicide in early spring of 2021 like the treatment completed in 2020. Manager Murphy asked if a follow up spot treatment is possible. Ms. Belden replied that a spot treatment would not work as well. Ms. Belden replied that the first treatment made a large impact, and the second treatment is to further treat the curly leaf pondweed. Ms. Belden shared that CRWD will be hosting community meeting on March 11, 2021 from 6:30 pm 7:30 pm. CRWD will provide a public update to review the results of monitoring, projects planned at Como Lake, and allow time for questions and answers. VII.
General Information A)
Board of Managers’ Updates
Manager Texer shared that the MAWD Legislative Training Session will be on March 17th from 1:00 pm to 4:00 pm. The focus of this year’s training will be on how to educate legislators on watershed issues. Manager Collins noted that the Personnel Committee will be sending out a survey to the Division Managers and Board of Managers for Administrator Doneux’s annual review. VIII. Next Meetings A) B) IX.
Wednesday, March 3, 2021 5:00 PM – Workshop and Regular Meeting – Electronic Only Wednesday, March 10, 2021 7:00 PM – CAC Meeting – Electronic Only Manager Murphy will attend.
Adjournment
Motion 21-037: Adjournment of the February 17, 2021 Regular Board Meeting at 8:35 P.M. Murphy/Sanders Unanimously Approved Respectfully submitted, Michelle Sylvander
March 3, 2021 Board Meeting V. Action Items B) 2021 Boulevard Rain Garden Plan Approval and Bidding Authorization (Zwonitzer)
DATE: TO: FROM: RE:
February 23, 2021 CRWD Board of Managers Nate Zwonitzer, Water Resource Project Manager Approve CRWD 2021 Boulevard Rain Garden Project Plans and Authorize Bidding for Construction
Background In 2016 CRWD was awarded a $1.76 million grant through BWSR’s Targeted Watershed Program (TWP) for work in the Como and McCarrons subwatersheds. Boulevard rain gardens were identified as part of CRWD’s Clean Street Initiatives for the purposes of the grant. In 2018, CRWD installed rain gardens in the McCarrons subwatershed. Subsequently, CRWD has promoted rain gardens in the Como Subwatershed and received additional interest from residents in the McCarrons Subwatershed. Rain garden designs are nearing completion and construction is anticipated to occur in the spring of 2021. Issues Ramsey County Soil and Water Conservation Division has completed 90% designs for 25 rain gardens on 23 properties. Three rain gardens are proposed in the McCarrons subwatershed and 22 are proposed in the Como Lake subwatershed. An interactive map of project locations is available online. The project will reduce phosphorus load by about one pound per year to Lake McCarrons, and about five pounds per year to Como Lake. Grant agreements will be executed with adjacent property owners prior to awarding the project to the lowest responsible responsive bidder. The grant agreement will require maintenance by the property owners for ten years. Construction is required to be completed by the end of June. Construction is anticipated to cost $250,000 including a 10% contingency. Construction plans and the cost estimate are enclosed. The 2021 budget for this project is $225,000 (CRWD Project #210-16147). In addition to TWP grant funds, a Watershed Based Implementation Fund allocation from BWSR totaling $93,039 is being applied to this project and requires authorization of the Administrator to execute BWSR’s grant agreement. Project bidding could begin as early as March 5th and it is anticipated a staff recommendation for contract award could be provided at the April 7th CRWD Board meeting. Requested Actions 1. Approve plans for the CRWD 2021 Boulevard Rain Gardens Project. 2. Authorize solicitation of bids for CRWD 2021 Boulevard Rain Gardens Project, subject to the review and approval of contract documents by the Ramsey County Attorney’s Office. 3. Authorize Administrator to execute Watershed Based Implementation Funding grant agreement with BWSR. Enc: CRWD 2021 Boulevard Rain Gardens Project Plans and Cost Estimate W:\06 Projects\TWP Como McCarrons\Clean Streets - Como\Board Items\Board Memo 2021 blvd RG Plan and Bidding Approval.docx
Our Mission is to protect, manage and improve the water resources of Capitol Region Watershed District.
CRWD 2021 Boulevard Rain Gardens CRWD Project #210‐16147
Estimate Summary‐ All Sites Item Mobilization Erosion Control Excavation & Soil Haul‐Away (includes perennial vegetation removal) Stump Removal Ripped Sub‐Grade Soils Soil Amendment (75% Sand, 25% Leaf Compost‐ MNDoT Grade II) Edging‐ Steel (Install) Twice‐Shredded Hardwood Mulch (3" depth) Native Perennial: 1 Gallon Native Tree: 2" B & B Turf Restoration (sod) Site Restoration Post Construction Saw Cut Curb for Garden Inlet Pour Curb and Gutter w/Curb‐Cut Bituminous Patching Retaining Wall (Belgard Diamond® Classic/Straight Face/Desert Tan or approved alternate) Aggregate (Class 5): Retaining Wall Underdrain (Clean‐Out) Underdrain (Gate Valve) Underdrain (Pipe to Man‐Hole Connection) Underdrain (HDPE Perforated Pipe w/Sock, HDPE Solid Pipe, Elbows, Couplings, Clean/Washed Sand, Non‐Woven Geotextile) Splash Blocks and Sump Splash Blocks and Sump Base Material: Washed Sand Plant Warranty (Including Supplemental Watering as Needed, 1‐yr) Alternate Bid Item (as needed) Alternate Bid Item (as needed)
Qty 23 25 576 2 25 255 445 94 1934 5 1194 25 25 25 25 685 6 3 3 3
Unit each each cu‐yd each each cu‐yd ln‐ft cu‐yd each each sq‐ft each job job job sq‐ft each each each each
Installed Unit Cost $ 250.00 $ 100.00 $ 65.00 $ 500.00 $ 100.00 $ 65.00 $ 9.00 $ 60.00 $ 25.00 $ 550.00 $ 2.00 $ 200.00 $ 400.00 $ 900.00 $ 150.00 $ 30.00 $ 100.00 $ 250.00 $ 350.00 $ 200.00
105
ln‐ft
$ 30.00 $ 3,150.00
26 9 25
each cu‐yd each
$ 850.00 $ 22,100.00 $ 100.00 $ 910.00 $ 300.00 $ 7,500.00 $ ‐ $ ‐
Estimate Total Estimate w/ 10% Contingency
Extended $ 5,750.00 $ 2,500.00 $ 37,440.00 $ 1,000.00 $ 2,500.00 $ 16,575.00 $ 4,005.00 $ 5,640.00 $ 48,350.00 $ 2,750.00 $ 2,388.00 $ 5,000.00 $ 10,000.00 $ 22,500.00 $ 3,750.00 $ 20,550.00 $ 600.00 $ 750.00 $ 1,050.00 $ 600.00
$227,358.00 $250,093.80
PROJECT: CAPITOL REGION WATERSHED DISTRICT 2021 BOULEVARD RAIN GARDENS
PROJECT SITE LOCATIONS
PROJECT LOCATION: " "
ST. PAUL, MN ROSEVILLE, MN
CRWD PROJECT #: 210-16147
PROJECT SITE LIST "
"
"
" "
! !
"
!!! ! !
!
!
!
HOUSE # 872
STREET COMO AVE
CITY ST PAUL
STATE ZIP MN 55103
880
COMO AVE
ST PAUL
MN
55103
L102-L103
890
HOYT AVE W
ST PAUL
MN
55117
L104-L105
892
ARLINGTON AVE W
ST PAUL
MN
55117
L106-L107
898
IOWA AVE W
ST PAUL
MN
55117
L108-L109
904
COMO AVE
ST PAUL
MN
55103
L110-L111
907
ARLINGTON AVE W
ST PAUL
MN
55117
L112-L113
962
COMO AVE
ST PAUL
MN
55103
L114-L115
1010
OXFORD ST N
ST PAUL
MN
55103
L116-L117
1045
IDAHO AVE W
ST PAUL
MN
55117
L118-L119
1053
IDAHO AVE W
ST PAUL
MN
55117
L120-L121
1061
IDAHO AVE W
ST PAUL
MN
55117
L122-L123
1103
IDAHO AVE W
ST PAUL
MN
55117
L124-L125
1104
IDAHO AVE W
ST PAUL
MN
55108
L126-L127
1442
SIMPSON ST
ST PAUL
MN
55108
L128-L129
1000
ROMA AVE
ROSEVILLE
MN
55113
L200-L201
1266
DRAPER AVE
ROSEVILLE
MN
55113
L202-L203
1730
CHATSWORTH ST N
ROSEVILLE
MN
55113
L204-L205
1741
CHATSWORTH ST N
ROSEVILLE
MN
55113
L206-L207
1928
HAMLINE AVE N
ROSEVILLE
MN
55113
L208-L210
2074
COHANSEY BLVD
ROSEVILLE
MN
55113
L211-L212
2190
FARRINGTON ST N
ROSEVILLE
MN
55113
L213-L214
2200
FARRINGTON ST N
ROSEVILLE
MN
55113
L215-L216
PROJECT DETAIL LIST
Legend " !
0
Sites- Roseville Sites- StPaul 0.25
0.5
PROJECT PARTNERS:
!
1 Miles
! !!
!
CALL GOPHER STATE ONE CALL PRIOR TO WORK:
CITY ST. PAUL
DESCRIPTION RAIN GARDEN SECTIONS
PAGE D100
ST. PAUL
SUMP & CURB-CUT
D200
ROSEVILLE
RAIN GARDEN SECTIONS
D300
ROSEVILLE
SUMP & CURB-CUT
D400
ROSEVILLE
UNDER DRAIN DETAILS
D500
PROJECT CONTACTS: OWNER: Capitol Region Watershed District Nate Zwonitzer 651-644-8888 ext. 109 nzwonitzer@capitolregionwd.org
651-454-0002, 800-252-1166, OR 811
CONSULTANT: Ramsey County Joe Lochner 651-266-7273 joseph.lochner@co.ramsey.mn.us
PAGE L100-L101
ELECTRIC
ELECTRIC
910'
GAS
SIDEWALK GAS
ELECTRIC
2'-0"LEVEL BUFFER
WATER
SIDEWALK
RAIN GARDENS
GAS
LOCATION: 872 COMO AVE ST. PAUL, MN 55103
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT GAS
WATER
EXISTING ASH TREE TO BE REMOVED [~6" DBH]
GAS
GAS
GAS GAS
WATER
GAS
913'
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/16/21 REVISION: 2/12/19, 1/12/21 REVISION: 3/6/19 REVISION: 3/10/20 REVISION: 7/1/20 REVISION: 8/13/20 CHECKED BY: JL TAA: NOTES:
WATER
912'
SIDEWALK
911'
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
ELECTRIC
PROJECT: CRWD 2021 BOULEVARD
PROPOSED SWAMP WHITE OAK TO REPLACE EXISTING ASH TREE
10 FT
GAS
SCALE: 1" = 8'-0"
880 COMO AVE
WATER
872 COMO AVE
LEGEND Watershed Data Target Rainfall Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
872 COMO AVE 0.45 Sq-ft 4,509 0 2,408 1,651 7,947 16,515 52%
Acre 0.104 0.000 0.055 0.038 0.182 0.379
CN 98 98 98 98 79
3H:1V RAINGARDEN SIDE SLOPE
EXISTING CONTOURS [1']
FLAT RAINGARDEN BASIN
PROPOSED CONTOURS [1']
SITE PLAN: 872 COMO AVE
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. THE EXISTING WATERLINE IS A ¾” LEAD SERVICE AND THAT, WHEN REPLACEMENT OF THE SERVICE OCCURS IN THE FUTURE, EXCAVATION IN THE PROPOSED RAIN GARDEN MAY BE REQUIRED. IF THE HOMEOWNER WANTS TO EXPEDITE THE LEAD SERVICE REPLACEMENT, THEY CAN CONTACT THE SPRWS ENGINEERING SERVICE DESK AT 651.266.6270 TO RECEIVE INFORMATION ON LEAD WATER SERVICE REPLACEMENTS. 5. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 6. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
GAS
ELECTRIC
WATER
GAS
PROPERTY LINE
GAS
GAS
GAS
ELECTRIC
WATER
GAS
909'
WATER
1-Swamp White Oak
GAS
ELECTRIC
GAS
ELECTRIC
ELECTRIC
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 908.65']
GAS
5
ELECTRIC
RAMSEY COUNTY SWCD
WATER
ELECTRIC
ELECTRIC
ELECTRIC
WATER FLOW WATER
WATER FLOW
LEVEL BUFFER LEVEL BUFFER
2'-0" 2'-0" 0
CURB CUT [~909.15']
909'
COMO AVE
L100
PLANTINGS
1
Scale: 1/8" = 1'-0" 10 FT
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
5-Fox Sedge 5 P8 11-Phantom Joe-Pye Weed 11 P31
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
RAIN GARDENS
LOCATION:
11 P42 11-Shenandoah Switch Grass ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
872 COMO AVE ST. PAUL, MN 55103
ELECTRIC
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
WATER
ELECTRIC
WATER
11-Walker's Low Catmint 11 P27 ELECTRIC
PROJECT: CRWD 2021 BOULEVARD
8 P27 8-Walker's Low Catmint
WATER GAS
GAS
GAS
GAS
WATER
GAS
GAS
GAS
NOTES:
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P31
11
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P7
15
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P42
11
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P27
19
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P41
17
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
T1
1
Swamp White Oak
Quercus bicolor
2" B&B
12
GAS
Common Name Fox Sedge
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
GAS
Quantity 5
SCALE: 1" = 8'-0"
GAS
ID P8
WATER
GAS
GAS
WATER
GAS GAS
GAS
WATER
GAS
WATER
GAS
17-Blazing Star 'Kobold' 17 P41
WATER
GAS
15-Black-Eyed Susan 'Goldsturm' 15 P7
WATER
1-Swamp White Oak
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/16/21 REVISION: 2/12/19, 1/12/21 REVISION: 3/6/19 REVISION: 3/10/20 REVISION: 7/1/20 REVISION: 8/13/20 CHECKED BY: JL TAA:
SITE PLANTING: 872 COMO AVE
5
GAS
0
L101
ELECTRIC
2'-0"
WATER
EC
GAS
GAS
SIDEWALK GAS
EXISTING CATCH BASIN [RIM ELEV: ~907.75']
GAS
910'
GAS
WATER
GAS
WATER
ELECTRIC ELECTRIC
GAS
GAS
ELECTRIC
GAS
WATER
Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
Sq-ft 4,909 0 2,635 1,849 9,190 18,583 51%
Acre 0.113 0.000 0.060 0.042 0.211 0.427
CN 98 98 98 98 79
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
GAS
GAS
GAS
0
GAS
GAS GAS COUNTY DESIGNER: RAMSEY
DATE: 2/16/21 REVISION: 2/12/19, 8/13/20 REVISION: 3/6/19, 2/8/21 REVISION: 3/16/20 REVISION: 11/13/19 REVISION: 7/1/20 CHECKED BY: JL TAA:
5
10 FT
913'
ELECTRIC ELECTRIC ELECTRIC
Surface
880 COMO AVE ST. PAUL, MN 55103
912'
LEGEND
880 COMO AVE 0.4
RAIN GARDENS
LOCATION:
NOTES:
880 COMO AVE
Watershed Data Target Rainfall
PROJECT: CRWD 2021 BOULEVARD
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 908.00']
WATER
ELECTRIC
ELECTRIC
EXISTING ASH TREE TO BE REMOVED/REPLACED AS PART OF PLANS FOR 872 COMO AVE 911'
ELECTRIC
WATER FLOW
MILTON ST
GAS
GAS
GAS
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
909'
WATER
GAS
WATER
CTR ELE
ELECTRIC
GAS
ELECTRIC
ELECTRIC
908'
IC
EL
909'
ELECTRIC
18'-0"
TR
IC
LEVEL BUFFER
ELECTRIC
ELECTRIC
RAMSEY COUNTY SWCD
3H:1V RAINGARDEN SIDE SLOPE
EXISTING CONTOURS [1']
FLAT RAINGARDEN BASIN
PROPOSED CONTOURS [1']
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. THE EXISTING WATERLINE IS A 5/8” LEAD SERVICE AND THAT, WHEN REPLACEMENT OF THE SERVICE OCCURS IN THE FUTURE, EXCAVATION IN THE PROPOSED RAIN GARDEN MAY BE REQUIRED. IF THE HOMEOWNER WANTS TO EXPEDITE THE LEAD SERVICE REPLACEMENT, THEY CAN CONTACT THE SPRWS ENGINEERING SERVICE DESK AT 651.266.6270 TO RECEIVE INFORMATION ON LEAD WATER SERVICE REPLACEMENTS. 5. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 6. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
SCALE: 1" = 8'-0"
SITE PLAN: 880 COMO AVE
EXISTING CATCH BASIN IC TR[RIM ELEV: ~908.25'] C E EL INLET PROTECTION] [INSTALL
ELECTRIC
LEVEL BUFFER
ELECTRIC
ELECTRIC
LEVEL BUFFER
ELECTRIC
WATER FLOW
PROPERTY LINE
IC
STP2 D100
GAS
CTR
WATER
ELE
STP1 D100
WATER
WATER FLOW
2'-0"
COMO AVE
SUMP [SEE DETAIL STP3/STP4 ON PG D200] 908'
2'-0"
CURB CUT [~908.50'] [SEE DETAIL STP5/STP6 ON PG D200]
L102
GAS SWCD
PLANTINGS
1
Scale: 1/8" = 1'-0" 0
5
10 FT
RAMSEY COUNTY SWCD 5-Fox Sedge 5 P8 9-Phantom Joe-Pye Weed 9 P31
7 P27 7-Walker's Low Catmint
RI
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
880 COMO AVE ST. PAUL, MN 55103
1-Swamp White Oak
C
WATER
CT
IC
RAIN GARDENS
LOCATION:
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
ELECTRIC
GAS
GAS
GAS
WATER
GAS
GAS
GAS
GAS
GAS
GAS
GAS
EXISTING ASH TREE TO BE REMOVED/REPLACED AS PART OF PLANS FOR 872 COMO AVE GAS
NOTES:
GAS GAS
SCALE: 1" = 8'-0"
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P27
16
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P42
9
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P31
9
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P7
12
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P41
14
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
T1
1
Swamp White Oak
Quercus bicolor
2" B&B
12
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
SITE PLANTING: 880 COMO AVE
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
14-Blazing Star 'Kobold' 14 P41
WATER
12-Black-Eyed Susan 'Goldsturm' GAS 12 P7 GAS GAS
WATER
GAS
WATER
GAS
WATER
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/16/21 REVISION: 11/13/19, 8/13/20 REVISION: 2/12/19, 2/8/21 REVISION: 3/6/19 GAS GAS GAS REVISION: 3/16/20 REVISION: 7/1/20 CHECKED BY: JL TAA:
WATER
ELE
CTR
IC
EL
WATER
EC
TR
IC
E EL
CTR
PROJECT: CRWD 2021 BOULEVARD
WATER
9-Walker's Low Catmint 9 P27 ELE
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
9 P42 9-Shenandoah Switch Grass
L103
LEGEND 3H:1V RAINGARDEN SIDE SLOPE
890 HOYT AVE W. 0.2
Surface Road-C Alley-C Driveway-C Roof-C Sidewalk-C Landscape Total % Imp
FLAT RAINGARDEN BASIN
Sq-ft 4,067 6,154 7,256 6,338 1,541 18,522 43,878 58%
Acre 0.093 0.141 0.167 0.146 0.035 0.425 1.007
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
CN 98 98 98 98 98 79
EXISTING CONTOURS [1'] 0
5
10 FT
PROPOSED CONTOURS [1']
EDGE TREE CANOPY
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 890 HOYT AVE W. ST. PAUL, MN 55117
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/17/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
CURB CUT [908.25'] [SEE DETAIL STP5/STP6 ON PG D200]
PROPOSED EDGING
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
ELECTRIC
908' 18'-6"
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
CATCH BASIN [RIM ELEV: 908.10'] [INSTALL INLET PROTECTION]
GAS
TR
IC
908'
SIDEWALK GAS
GAS
909'
GAS
GAS
GAS
GAS
GAS GAS
ELECTRIC
890 HOYT AVE W.
ELECTRIC
GAS
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 907.75'] CATCH BASIN [RIM ELEV: 907.50']
SCALE: 1" = 8'-0"
IC
GAS
EC
CTR
GAS
EL
ELE
GAS
TRIC
IC
GAS
ELEC
2'-0" LEVEL BUFFER
42'-0"
ELECTRIC
GAS ELECTRIC
HOYT AVE W.
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
GAS
TRIC
ELECTRIC
NOTES:
TR
GAS
ELECTRIC
WATER FLOW
EC
GAS
ELECTRIC
STP2 D100
SIDEWALK
ELECTRIC
STP1 D100
WATER FLOW
EL
GAS
LEVEL BUFFER
ELECTRIC
LEVEL BUFFER
ELECTRIC
2'-0"
ECTRIC
2'-0"
N. VICTORIA ST.
SITE PLAN: 890 HOYT AVE W.
Watershed Data Target Rainfall
L104
PLANTINGS
1
Scale: 1/8" = 1'-0" 0
5
10 FT
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
20-Black-Eyed Susan 'Goldsturm' 20 P7
PROJECT: CRWD 2021 BOULEVARD
5 P8 5-Fox Sedge P42 17 17-Shenandoah Switch Grass
14-Phantom Joe-Pye Weed 14 P31
RAIN GARDENS
LOCATION: 890 HOYT AVE W. ST. PAUL, MN 55117
P27 11 11-Walker's Low Catmint
WATERSHED DISTRICT: ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELEC
CAPITOL REGION WATERSHED DISTRICT
TRIC
EL
EC
TR
IC
EL EC TR IC ELE
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
IC
GAS
CTR
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/17/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
ELECTRIC
GAS
NOTES:
21
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
24
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P42
17
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P7
20
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
GAS
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
SCALE: 1" = 8'-0"
ELECTRIC
17
P41
ELECTRIC
P31
ELECTRIC
Spacing (ft) 2
GAS
ELECTRIC
Scheduled Size 1 Gallon
GAS
ELECTRIC
Latin Name Carex vulpinoidea
GAS
Common Name Fox Sedge
GAS
Quantity 5
ELECTRIC
GAS
ID P8
ELECTRIC
P41 21 21-Blazing Star 'Kobold'
SITE PLANTING: 890 HOYT AVE W.
C
L105
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
2'-0"
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
GAS
GAS
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 912.75']
ELECTRIC
8'-6"
WATER
GAS
ELECTRIC
GAS
28'-5"
GAS
GAS
GAS
GAS
892 Arlington Ave W. 0.2
RAMSEY COUNTY SWCD Surface
913'
GAS
GAS
WATER
GAS
WATER
LEVEL BUFFER GAS
Watershed Data Target Rainfall
WATER FLOW
ELECTRIC
16'-0"
2'-0"
ARLINGTON AVE W. AVE
Road-C ELECTRIC ELECTRIC Driveway-D Roof-D Sidewalk-D Landscape Total % Imp GAS
Sq-ft 3,894 ELECTRIC ELECTRIC 0 3,106 1,668 15,134 23,802 36%
Acre 0.089 0.000 0.071 0.038 0.347 0.546
CN 98 98 98 98 79
GAS
GAS
3H:1V RAINGARDEN SIDE SLOPE
913'
GAS
EXISTING CONTOURS [1']
GAS GAS
WATER
RAIN GARDENS
LOCATION: 892 ARLINGTON AVE W. ST. PAUL, MN 55117
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/13/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA: NOTES:
PROPOSED CONTOURS [1']
GAS
GAS
PROPERTY LINE
GAS
WATER WATER
WATER
FLAT RAINGARDEN BASIN
WATER
WATER
WATER
WATER
SIDEWALK PROPERTY LINE 894 ARLINGTON AVE W.
PROJECT: CRWD 2021 BOULEVARD
CAPITOL REGION WATERSHED DISTRICT
914'
892 ARLINGTON AVE W.
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
WATERSHED DISTRICT:
LEGEND
PROPOSED EDGING
890 ARLINGTON AVE W.
ELECTRIC
WATER
WATER FLOW
STP2 D100
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION 6. CONTRACTOR TO CONTACT XCEL ENERGY GAS IF WITHIN 1'-0" OF GAS MAIN OR EXPOSING GAS MAIN
0
5
SCALE: 1" = 8'-0"
SITE PLAN: 892 ARLINGTON AVE W.
STP1 D100
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
LEVEL BUFFER
WATER
CURB CUT [913.25'] [SEE DETAIL STP5/STP6 ON PG D200]
10 FT
L106
PLANTINGS
1
Scale: 1/8" = 1'-0" 10 FT
17 P27 17-Walker's Low Catmint
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
9 P31 9-Phantom Joe-Pye Weed
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
PROJECT: CRWD 2021 BOULEVARD ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
RAIN GARDENS
WATERSHED DISTRICT:
GAS
GAS
GAS
GAS
GAS
CAPITOL REGION WATERSHED DISTRICT GAS
GAS
12 P41 12-Blazing Star 'Kobold' GAS
WATER
GAS
GAS
GAS
WATER WATER WATER
ELECTRIC
9 P7 9-Black-Eyed Susan 'Goldsturm'
ID P41
Quantity 12
Common Name Blazing Star 'Kobold'
Latin Name Liatris specata 'Kobold'
Scheduled Size 1 Gallon
Spacing (ft) 2
P27
17
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P31
9
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P8
5
Fox Sedge
Carex vulpinoidea
1 Gallon
2
P7
9
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/13/19 REVISION: 11/13/19 REVISION: 7/1/20 REVISION: REVISION: CHECKED BY: JL TAA: NOTES:
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
GAS
WATER
GAS
GAS
SCALE: 1" = 8'-0"
GAS
GAS
WATER
GAS
WATER
GAS
WATER
GAS
ELECTRIC
892 ARLINGTON AVE W. ST. PAUL, MN 55117
WATER
GAS
WATER
GAS
ELECTRIC
LOCATION:
WATER
ELECTRIC
WATER
5 P8 5-Fox Sedge
SITE PLANTING: 892 ARLINGTON AVE W.
5
WATER
0
L107
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
WATER FLOW ELECTRIC
ELECTRIC
WATERSHED DISTRICT:
CURB CUT [909.50'] [SEE DETAIL STP5/STP6 ON PG D200]
CAPITOL REGION WATERSHED DISTRICT
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/10/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
WATER FLOW ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
PROPOSED EDGING
ELECTRIC
ELECTRIC
ELE
CTR
IC
EL CATCH BASIN EC TR [RIM ELEV: 909.25'] IC [INSTALL INLET PROTECTION]
2'-0"
909'
NOTES: EL
LEVEL BUFFER
EC TR
GAS
ELECTRIC
ELECTRIC
SIDEWALK
SCALE: 1" = 8'-0"
SITE PLAN: 898 IOWA AVE W.
ELECTRIC
909'
VICTORIA ST. N.
GAS
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 909.00']
ELECTRIC
ELECTRIC
898 IOWA AVE W.
WATER
WATER
WATER
ELECTRIC
ELECTRIC
910'
WATER
ECTRIC
2'-0"
IC
20'-4" SIDEWALK
PROJECT: CRWD 2021 BOULEVARD
898 IOWA AVE W. ST. PAUL, MN 55117
STP1 D100
ELECTRIC
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280 RAIN GARDENS
GAS
ELECTRIC
RAMSEY COUNTY SWCD
LOCATION:
PROPERTY LINE
10 FT
LEVEL BUFFER
5
2'-0"
0
STP2 D100
CN 98 98 98 98 79
GAS
IOWA AVE W.
Acre 0.174 0.000 0.089 0.097 0.405 0.764
GAS
PROPOSED CONTOURS [1']
Sq-ft 7,565 0 3,856 4,236 17,637 33,294 47%
GAS
EXISTING CONTOURS [1']
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
GAS
FLAT RAINGARDEN BASIN
898 IOWA AVE W 0.15
GAS
3H:1V RAINGARDEN SIDE SLOPE
Watershed Data Target Rainfall
LEVEL BUFFER
LEGEND
WATER
WATER
L108
1
PLANTINGS Scale: 1/8" = 1'-0" RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
10 FT
12 P27 12-Walker's Low Catmint 4 P31 4-Phantom Joe-Pye Weed 5 P8 5-Fox Sedge
PROJECT: CRWD 2021 BOULEVARD GAS
RAIN GARDENS
LOCATION: 898 IOWA AVE W. ST. PAUL, MN 55117
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELE
CTR
WATERSHED DISTRICT: IC EL
EC
CAPITOL REGION WATERSHED DISTRICT TR
IC EL
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/10/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
EC TR
GAS
IC
7 P41 7-Blazing Star 'Kobold'
ELECTRIC
4 P7 4-Black-Eyed Susan 'Goldsturm'
ELECTRIC
ELECTRIC
NOTES:
ELECTRIC ELECTRIC
SCALE: 1" = 8'-0"
ELECTRIC ELECTRIC
ID P27
Quantity 12
Common Name WATER Name WATER Scheduled Size WATER Latin WATER WATER WATER Walker's Low Catmint Nepeta x faasenii 'Walker's Low" 1 Gallon
P31
4
P41
7
Blazing Star 'Kobold'
Liatris specata 'Kobold'
P7
4
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
P8
5
Fox Sedge
Carex vulpinoidea
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
ELECTRIC
Eupatorium 'Phantom'
ELECTRIC
Phantom Joe-Pye Weed
Spacing (ft) 2
1 Gallon
2
1 Gallon
2
1 Gallon
2
1 Gallon
2
SITE PLANTING: 898 IOWA AVE W.
ELECTRIC
GAS
ELECTRIC
GAS
ELECTRIC
GAS
ELECTRIC
GAS
ELECTRIC
GAS
5
GAS
0
L109
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
PROPOSED CONTOURS [1']
EL
EL
RAIN GARDENS
WATERSHED DISTRICT:
CATCH BASIN [RIM ELEV: 904.80'] [INSTALL INLET PROTECTION]
CURB CUT [905.10'] [SEE DETAIL STP5/STP6 ON PG D200] SUMP [SEE DETAIL STP3/STP4 ON PG D200] COMO AVE
STP1 D100
ELECTRIC
WATER FLOW ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
IC TR
C
PROPOSED EDGING
IC
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 904.60']
RI
EC
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD
WATER FLOW ELECTRIC
RAMSEY COUNTY SWCD
904 COMO AVE ST. PAUL, MN 55117
STP2 D100
FIRE HYDRANT
T EC
CN 98 98 98 98 79
LOCATION:
10 FT
FIRE HYDRANT GATE VALVE
Acre 0.066 0.000 0.058 0.040 0.118 0.282
905' GAS
EL
EC
TR
8'-8"
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
SIDEWALK GAS
ELECTRIC
CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/10/19 REVISION: 11/13/19 REVISION: 3/17/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA: NOTES:
ELE
GAS
CTR
IC
42'-9"
GAS
SITE PLAN: 904 COMO AVE
PROPERTY LINE
908'
900 COMO AVE
ELECTRIC
GAS
907'
ELECTRIC
ELECTRIC
EXISTING ASH TREE TO BE REMOVED BY CITY. STUMP TO BE REMOVED BY CONTRACTOR.
904 COMO AVE
ELECTRIC
WATER FLOW
ELECTRIC
CATCH BASIN [RIM ELEV: 905.10']
SCALE: 1" = 8'-0"
PROPOSED SWAMP WHITE OAK TO REPLACE EXISTING ASH TREE [~14" DBH]
SIDEWALK
905'
ELECTRIC
906'
GAS
5
COLNE ST
0
Sq-ft 2,855 0 2,505 1,757 5,147 12,264 58%
LEVEL BUFFER
EXISTING CONTOURS [1']
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
LEVEL BUFFER
FLAT RAINGARDEN BASIN
904 COMO AVE 0.45
2'-0"
3H:1V RAINGARDEN SIDE SLOPE
Watershed Data Target Rainfall
2'-0"
LEGEND
L110
Scale: 1/8" = 1'-0"
10 FT
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P31
11
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P7
15
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P42
11
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P41
17
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
PROJECT: CRWD 2021 BOULEVARD
P27
19
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
T1
1
Swamp White Oak
Quercus bicolor
2" B&B
12
LOCATION:
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
7 P27 7-Walker's Low Catmint
12-Walker's Low Catmint 12 P27
EL RI
ELECTRIC
ELECTRIC
ELECTRIC
RAIN GARDENS 904 COMO AVE ST. PAUL, MN 55117
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
IC TR
ELECTRIC
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/10/19 REVISION: 11/13/19 REVISION: 3/17/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA: NOTES:
C
GAS
15-Black-Eyed Susan 'Goldsturm' 15 P7 GAS
GAS
17-Blazing StarGAS 'Kobold' 17 GAS P41
GAS
GAS
GAS
GAS
GAS
SCALE: 1" = 8'-0"
SITE PLANTING: 904 COMO AVE
GAS
GAS
GAS
ELE ELECTRIC
ELECTRIC ELECTRIC
GAS
CTR
IC
EL
EC
TR
IC
EL
T EC
EC
11 P42 11-Shenandoah Switch Grass ELECTRIC
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
CAPITOL REGION WATERSHED DISTRICT
11-Phantom Joe-Pye Weed 11 P31
ELECTRIC
RAMSEY COUNTY SWCD
WATERSHED DISTRICT:
5-Fox Sedge 5 P8
ELECTRIC
5
ELECTRIC
0
PLANTINGS
ELECTRIC
1
L111
903 ARLINGTON AVE W.
911 ARLINGTON AVE W.
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
WATER
PROPERTY LINE
WATER WATER
WATER
ELECTRIC
CURB CUT [911.50'] [SEE DETAIL STP5/STP6 ON PG D200]
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
STP1 D100
STP2 D100
ELECTRIC
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/13/19 REVISION: 11/13/19 REVISION: 3/17/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
PROPOSED CONTOURS [1']
DRIVEWAY
15'-0" GASGAS WATER
911'
907 ARLINGTON AVE W. ST. PAUL, MN 55117
NOTES:
WATER
WATER FLOW
ELECTRIC
GAS
WATER
ELECTRIC
GAS
WATER
ELECTRIC
GAS
WATER
ELECTRIC
GAS
7'-6"
2'-0"
GAS
LEVEL BUFFER
S
GAS
RAIN GARDENS
LOCATION:
EXISTING CONTOURS [1']
WATER
GAS GAS
GA
UTILITY POLE GAS
PROJECT: CRWD 2021 BOULEVARD
CAPITOL REGION WATERSHED DISTRICT
FLAT RAINGARDEN BASIN
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 911.00']
34'-10"
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
WATERSHED DISTRICT:
3H:1V RAINGARDEN SIDE SLOPE
GAS
PROPOSED EDGING
CN 98 98 98 98 79
LEGEND
WATER
GAS
EXISTING TREE
PROPERTY LINE
Road-C Driveway-D Roof-D Sidewalk-D Landscape Total % Imp
Acre 0.213 0.138 0.120 0.028 0.600 1.099
RAMSEY COUNTY SWCD
GAS
2 '- 0 LEV
GAS
GAS
GAS
"
EL
BU
ELECTRICFFE ELECTRIC
R
ELECTRIC
WATER FLOW ARLINGTON AVE W. AVE
ELECTRIC
ELECTRIC
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE TFOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY GAS GAS GAS EXCAVATION 6. CONTRACTOR TO CONTACT XCEL ENERGY GAS IF WITHIN 1'-0" OF GAS MAIN OR EXPOSING GAS MAIN
ELECTRIC
0
ELECTRIC
5
ELECTRIC
10 FT
ELECTRIC
SCALE: 1" = 8'-0"
SITE PLAN: 907 ARLINGTON AVE W.
GAS
SIDEWALK
912'
Sq-ft 9,269 6,023 5,237 1,228 26,115 47,872 45%
WATER
GAS
907 ARLINGTON AVE W.
907 ARLINGTON AVE W. 0.15
Surface
WATER
913'
Watershed Data Target Rainfall
L112
1
0
PLANTINGS Scale: 1/8" = 1'-0"
5
10 FT
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P41
16
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
21
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
RAMSEY COUNTY SWCD
P31
13
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P7
13
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280 RAIN GARDENS
LOCATION: 907 ARLINGTON AVE W. ST. PAUL, MN 55117 CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/13/19 REVISION: 11/13/19 REVISION: 3/17/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
WATER
GAS
WATER
GAS
PROJECT: CRWD 2021 BOULEVARD
WATERSHED DISTRICT:
WATER
GAS
WATER
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
WATER
GAS
WATER
GAS
WATER
NOTES:
GA S
GAS
GAS
GAS
GAS
GAS
GASGAS
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
12-Walker's Low Catmint 12 P27
WATER
ELECTRIC
ELECTRIC
GAS
GAS
GAS
ELECTRIC
ELECTRIC
ELECTRIC
9 P27 9-Walker's Low Catmint
13-Phantom Joe-Pye Weed 13 P31 5 P8 5-Fox Sedge
WATER
ELECTRIC
WATER
LECTRIC
GAS
GAS
GAS
GAS
GAS
WATER
GAS
WATER
16 P41 16-Blazing Star 'Kobold'
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
SITE PLANTING: 907 ARLINGTON AVE W.
WATER
GAS
13-Black-Eyed Susan 'Goldsturm' 13 P7
SCALE: 1" = 8'-0"
L113
ELECTRIC
ELECTRIC
WATER
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
2'-0"
STP1 D100
902'
12'-8"
ELECTRIC
WATER FLOW
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
PROPOSED SWAMP WHITE OAK TO REPLACE EXISTING ASH TREE GAS
GAS
GAS
1-Swamp White Oak 1 T1
GAS
GAS EXISTING ASH TREE TO BE REMOVED AND STUMP GROUND BY CITY. CONTRACTOR TO DISPOSE OF WOOD CHIPS IF PRESENT. [~16" DBH]
GAS
PROPERTY LINE
SCALE: 1" = 8'-0"
GAS
WATER
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 901.75']
SIDEWALK
GAS
903' 962 COMO AVE
ELECTRIC
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/25/19 REVISION: 11/13/19 REVISION: 3/18/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA: NOTES:
902'
GAS
ELECTRIC
PROPOSED EDGING
22'-1"
LEVEL BUFFER
WATER
GAS
WATER
GAS
CAPITOL REGION WATERSHED DISTRICT
COMO AVE
LEVEL BUFFER GAS
WATERSHED DISTRICT:
SUMP [SEE DETAIL STP3/STP4 ON PG D200] STP2 D100
ELECTRIC
WATER
ELECTRIC
WATER
WATER FLOW
10 FT
RAMSEY COUNTY SWCD
CURB CUT [902.25'] [SEE DETAIL STP5/STP6 ON PG D200]
WATER
5
CN 98 98 98 98 79
962 COMO AVE ST. PAUL, MN 55103
WATER
0
Acre 0.020 0.000 0.021 0.009 0.036 0.087
958 COMO AVE
SITE PLAN: 962 COMO AVE
WATER
PROPOSED CONTOURS [1']
Sq-ft 872 0 914 402 1,581 3,769 58%
LOCATION:
2'-0"
EXISTING CONTOURS [1']
951 HOYT AVE W 0.75
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
LEVEL BUFFER
FLAT RAINGARDEN BASIN
Watershed Data Target Rainfall
SIDEWALK
3H:1V RAINGARDEN SIDE SLOPE
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
2'-0"
LEGEND
L114
Scale: 1/8" = 1'-0"
10 FT
Quantity 11
Common Name Blazing Star 'Kobold'
Latin Name Liatris specata 'Kobold'
Scheduled Size 1 Gallon
Spacing (ft) 2
P27 P31
14
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
6
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P8
5
Fox Sedge
Carex vulpinoidea
1 Gallon
2
P42
6
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P7
9
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
T1
1
Swamp White Oak
Quercus bicolor
2" B&B
12
WATER
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER. 6-Phantom Joe-Pye Weed 6 P31
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
WATER
ELECTRIC
WATER
7-Walker's Low Catmint 7 P27 7-Walker's Low Catmint 7 P27
5-Fox Sedge 5 P8
ELECTRIC
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 962 COMO AVE ST. PAUL, MN 55103
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/25/19 REVISION: 11/13/19 REVISION: 3/18/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
WATER
NOTES:
11-Blazing Star 'Kobold' 11 P41
9-Black-Eyed Susan 'Goldsturm' 9 P7 GAS
GAS
GAS
GAS
GAS
GAS
6-Shenandoah Switch Grass 6 P42 GAS
GAS
1-Swamp White Oak 1 T1 SCALE: 1" = 8'-0"
GAS
WATER
SITE PLANTING: 962 COMO AVE
GAS
GAS
WATER
GAS
WATER
5
ID P41
WATER
0
PLANTINGS
WATER
1
L115
ELECTRIC ELECTRIC
2'-0"
ELECTRIC
LEVEL BUFFER WATER
RAIN GARDENS
LOCATION: GAS
GAS
1010 OXFORD ST. ST. PAUL, MN 55103
GAS
918'
WATERSHED DISTRICT:
1010 OXFORD ST. N. WATER
WATER
WATER
WATER
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/16/19 REVISION: 11/13/19 REVISION: 3/18/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
2'-0" LEVEL BUFFER
31'-1"
918'
CAPITOL REGION WATERSHED DISTRICT
NOTES:
ELECTRIC
STP1 D100
ELECTRIC
CURB CUT [918.15'] [SEE DETAIL STP5/STP6 ON PG D200]
STP2 D100
10'-0"
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 917.65']
PROPERTY LINE
SCALE: 1" = 8'-0"
EXISTING TREE
919'
PROPOSED EDGING DRIVEWAY
DRIVEWAY
SITE PLAN: 1010 OXFORD ST.
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
SIDEWALK
CN 98 98 98 98 79
WATER
PROJECT: CRWD 2021 BOULEVARD
ELECTRIC
Acre 0.047 0.014 0.023 0.014 0.054 0.151
GAS
ELECTRIC
Sq-ft 2,068 592 983 589 2,358 6,590 64%
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
ELECTRIC
1010 OXFORD ST. N. 0.4
RAMSEY COUNTY SWCD
ELECTRIC
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
LEVEL BUFFER
15'-0"
Watershed Data Target Rainfall
2'-0"
10 FT
WATER FLOW
5
OXFORD ST. N.
0
ELECTRIC
WATER
ELECTRIC
PROPOSED CONTOURS [1']
GAS
ELECTRIC
EXISTING CONTOURS [1']
ELECTRIC
FLAT RAINGARDEN BASIN
ELECTRIC
3H:1V RAINGARDEN SIDE SLOPE
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
WATER FLOW
LEGEND
L116 1002 OXFORD ST. N.
ELECTRIC
PLANTINGS RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
GAS
ELECTRIC
10 FT GAS
GAS
GAS
GAS
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
WATER
WATER
WATER
WATER
WATER
1010 OXFORD ST. ST. PAUL, MN 55103
WATER
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
10 P7 10-Black-Eyed Susan 'Goldsturm'
NOTES:
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER. ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P41
15
P7
10
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P27
13
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
SITE PLANTING: 1010 OXFORD ST.
ELECTRIC
SCALE: 1" = 8'-0"
ELECTRIC
7-Walker's Low Catmint 7 P27
15 P41 15-Blazing Star 'Kobold'
ELECTRIC
ELECTRIC
ELECTRIC
5-Fox Sedge 5 P8
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/16/19 REVISION: 11/13/19 REVISION: 3/18/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
ELECTRIC
6-Walker's Low Catmint 6 P27
ELECTRIC
ELECTRIC
WATER
ELECTRIC
LOCATION:
ELECTRIC
5
ELECTRIC
0
ELECTRIC
Scale: 1/8" = 1'-0"
ELECTRIC
1
L117
ELECTRIC
IC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
9'-3"
ELECTRIC
R CATCH BASIN CT ELE IC [RIM ELEV: 933.75'] ELECTR ELECTRIC [INSTALL INLET PROTECTION]
WATER FLOW
SUMP [SEE DETAIL STP3/STP4 ON PG D200] CURB CUT [933.85'] [SEE DETAIL STP5/STP6 ON PG D200]
STP1 D100
ELECTRIC ELECTRIC ELECTRIC
EL
FIRE HYDRANT
STP2 D100
T EC
IDAHO AVE W.
RI
C
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/16/19 REVISION: 11/13/19 REVISION: 3/18/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 933.10']
NOTES:
SUMP [SEE DETAIL STP3/STP4 ON PG D200] CURB CUT [933.60'] [SEE DETAIL STP5/STP6 ON PG D200] STP1 D100
STP2 D100
ELECTRIC EC
EL
LEVEL BUFFER
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
CAPITOL REGION WATERSHED DISTRICT
2'-0"
CATCH BASIN [RIM ELEV: 933.50'] [INSTALL INLET PROTECTION]
SCALE: 1" = 8'-0"
LEVEL BUFFER STREET SIGN
GAS
IC
GAS
2'-0"
WATER FLOW WATER
GAS
RAMSEY COUNTY SWCD
WATERSHED DISTRICT:
ELECTRIC
5'-3" GAS
CN 98 98 98 98 79
1045 IDAHO AVE W. ST. PAUL, MN 55117
ELECTRIC
SIDEWALK GAS
Acre 0.186 0.065 0.114 0.074 0.368 0.808
GAS
GAS
SITE PLAN: 1045 IDAHO AVE W.
ELECTRIC
WATER
ELECTRIC
10'-0"
TR
GAS
Sq-ft 8,117 2,847 4,966 3,208 16,045 35,183 54%
LOCATION:
ELECTRIC
25'-0" GAS
LEVEL BUFFER
2'-0"
2'-0"
LEVEL BUFFER
WATER WATER WATER
GAS 27'-9"
WATER
PROPOSED EDGING
8'-3"
934'
GAS
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
ELECTRIC
WATER
PROPOSED EDGING
WATER GAS SIDEWALK
WATER
GAS
1045 IDAHO AVE W. (A) 0.1
OXFORD ST. N.
1045 IDAHO AVE W.
WATER
GAS GAS GAS GAS
GAS
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 933.35']
CN 98 98 98 98 79
FLOW
10 FT WATER
5
PROPERTY LINE
0
Acre 0.082 0.029 0.043 0.004 0.147 0.304
ELECTRIC
PROPOSED CONTOURS [1']
Sq-ft 3,553 1,271 1,854 173 6,404 13,255 52%
ELECTRIC
EXISTING CONTOURS [1']
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
Watershed Data Target Rainfall
OW
FLAT RAINGARDEN BASIN
1045 IDAHO AVE W. (B) 0.35
FL
3H:1V RAINGARDEN SIDE SLOPE
Watershed Data Target Rainfall
PROPERTY LINE
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. EXCAVATION SHALL NOT EXTEND INTO DRIPLINE OF EXISTING TREES 6. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
ELECTRIC
NOTES:
LEGEND
L118
E ELECTRIC
PLANTINGS
ELECTRIC ELECTRIC
WATER
ELECTRIC
WATER
GAS
GAS
GAS
GAS
GAS
ELECTRIC
ELECTRIC
12-Walker's Low Catmint 12 P27
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
1045 IDAHO AVE W. ST. PAUL, MN 55117
5 P27 5-Walker's Low Catmint
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
7 P8 7-Fox Sedge
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/16/19 REVISION: 11/13/19 REVISION: 3/18/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
4 P31 4-Phantom Joe-Pye Weed
4 P42 4-Shenandoah Switch Grass
NOTES:
8 P27 8-Walker's Low Catmint
GAS
GAS
GAS
EL
EL
ELECTRIC
RAIN GARDENS
LOCATION:
EC
13 P41 13-Blazing Star 'Kobold'
WATER
ELECTRIC
GAS
IC
GAS
PROJECT: CRWD 2021 BOULEVARD
TR
GAS
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
ELECTRIC
ELECTRIC
ELE
CT
T EC
RI
C
R IC
SCALE: 1" = 8'-0"
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
3 P8 3-Fox Sedge
ID P8
Quantity 10
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P27
25
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P7
17
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P41
23
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P31
4
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P42
4
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
SITE PLANTING: 1045 IDAHO AVE W.
WATER
9 P7 9-Black-Eyed Susan 'Goldsturm'
WATER
GAS
8-Black-Eyed Susan 'Goldsturm' 8 P7
WATER
GAS
GAS
WATER
10-Blazing Star 'Kobold' 10 P41
GAS
RAMSEY COUNTY SWCD
ELECTRIC ELECTRIC ELECTRIC
WATER
GAS
WATER
10 FT GAS
5
GAS
0
WATER
Scale: 1/8" = 1'-0"
WATER
1
L119
LEGEND
NOTES:
EXISTING CONTOURS [1']
10 FT
ELECTRIC
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS 1053 IDAHO AVE W. ST. PAUL, MN 55117
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/27/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
WATER
ELECTRIC
DRIVEWAY EXISTING LIGHT
44'-8" GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
SIDEWALK
GAS
LEVEL BUFFER 934' ELECTRIC
ELECTRIC
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
IDAHO AVE W
CURB CUT [934.10'] [SEE DETAIL STP5/STP6 ON PG D200]
WATER
GAS
8'-5"
WATER FLOW
ER
SCALE: 1" = 8'-0"
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 933.60']
LEVEL BUFFER
2'-0"
2'-0"
LEVEL BUFFER
WATER WATER WATER
ELECTRIC
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
LOCATION:
WATER ELECTRIC
WATER
PROPOSED EDGING ELECTRIC
WATER
GAS GAS
RAMSEY COUNTY SWCD
NOTES:
WATER
GAS
CN 98 98 98 98 79
WATER
GAS GAS GAS
935'
GAS
GAS GAS
Acre 0.174 0.054 0.096 0.069 0.338 0.731
1053 IDAHO AVE W.
PROPERTY LINE
5
1061 IDAHO AVE W.
0
PROPOSED CONTOURS [1']
Sq-ft 7,586 2,355 4,174 2,986 14,722 31,823 54%
ELECTRIC
STP1 D100
ELECTRIC
STP2 D100
ELECTRIC
ELECTRIC
WATER FLOW
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
SITE PLAN; 1053 IDAHO AVE W.
FLAT RAINGARDEN BASIN
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
1053 IDAHO AVE W 0.2
1045 IDAHO AVE W.
3H:1V RAINGARDEN SIDE SLOPE
Watershed Data Target Rainfall
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
L120
WATER
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION:
GAS
GAS
CAPITOL REGION WATERSHED DISTRICT
20 P41 20-Blazing Star 'Kobold' GAS
GAS
GAS
GAS
GAS
GAS
GAS
15 P7 15-Black-Eyed Susan 'Goldsturm'
WATER
GAS
WATERSHED DISTRICT:
GAS
GAS
GAS
WATER
3 P27 3-Walker's Low Catmint
NOTES:
WATER
14-Walker's Low Catmint 14 P27
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/27/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
3 P8 3-Fox Sedge
WATER
GAS
WATER
GAS
WATER
1053 IDAHO AVE W. ST. PAUL, MN 55117
ID P8
Quantity 3
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P7
15
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P41
20
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
17
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
SCALE: 1" = 8'-0"
SITE PLANTING; 1053 IDAHO AVE W.
10 FT
GAS
5
RAMSEY COUNTY SWCD
WATER
GAS
Scale: 1/8" = 1'-0" 0
WA WATER
GAS
PLANTINGS
1
L121
LEGEND
NOTES:
EXISTING CONTOURS [1']
FLAT RAINGARDEN BASIN
10 FT
1069 IDAHO AVE W.
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
Sq-ft 6,800 2,355 3,863 2,650 12,561 28,229 56%
Acre 0.156 0.054 0.089 0.061 0.288 0.648
CN 98 98 98 98 79
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 1061 IDAHO AVE W. ST. PAUL, MN 55117
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
WATER
PROPERTY LINE
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/27/19 REVISION: 11/13/19 REVISION: 3/16/2020 REVISION: REVISION: CHECKED BY: JL TAA: NOTES:
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
WATER FLOW IDAHO AVE W
ELECTRIC
ELECTRIC
GAS
WATER GAS
GAS
GAS
6'-0" 934' ELECTRIC
2'-0" LEVEL BUFFER
GAS
STP2 D100
ELECTRIC
ELECTRIC
STP1 D100
ELECTRIC
ELECTRIC
PROPOSED EDGING ELECTRIC
ELECTRIC
WATER FLOW CURB CUT [934.40'] [SEE DETAIL STP5/STP6 ON PG D200]
ELECTRIC
934'
SUMP [SEE DETAIL STP3/STP4 ON PG D200]
SITE PLAN: 1061 IDAHO AVE W.
ELECTRIC
GAS
935'
WATER
EXISTING LIGHT
ELECTRIC
GAS
WATER
GAS
WATER
GAS
WATER
GAS
GAS
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 933.90']
ATER
GAS
LEVEL BUFFER
GAS
SIDEWALK
GAS
WATER
LEVEL BUFFER
2'-0"
SCALE: 1" = 8'-0"
SIDEWALK GAS
WATER
GAS
WATER
GAS
936'
WATER
GAS
1061 IDAHO AVE W.
2'-0"
5
DRIVEWAY
0
PROPOSED CONTOURS [1']
1061 IDAHO AVE W 0.1
1053 IDAHO AVE W.
3H:1V RAINGARDEN SIDE SLOPE
Watershed Data Target Rainfall
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
L122
5
10 FT GAS
0
WATER
Scale: 1/8" = 1'-0"
RAMSEY COUNTY SWCD
WATER
WATER
G GAS
PLANTINGS
1
PROJECT: CRWD 2021 BOULEVARD
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280 RAIN GARDENS
GAS
GAS
GAS
9-Black-Eyed Susan 'Goldsturm' 9 P7
GAS
GAS
WATER
GAS GAS 12 P41 12-Blazing Star 'Kobold'
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
7-Walker's Low Catmint 7 P27
ELECTRIC
ELECTRIC
ELECTRIC
4 P27 4-Walker's Low Catmint
ELECTRIC
WATER
ELECTRIC
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 2/27/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
ELECTRIC
ELECTRIC
ELECTRIC
NOTES:
3-Fox Sedge 3 P8
WATER
ELECTRIC
GAS
ID P8
Quantity 3
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P7
9
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P41
12
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
11
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
SCALE: 1" = 8'-0"
SITE PLANTING: 1061 IDAHO AVE W.
GAS
CAPITOL REGION WATERSHED DISTRICT
WATER
ELECTRIC
GAS
WATERSHED DISTRICT:
WATER
GAS
1061 IDAHO AVE W. ST. PAUL, MN 55117
WATER
GAS
LOCATION:
L123
LEGEND
PROPOSED CONTOURS [1']
GAS
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
Acre 0.083 0.000 0.062 0.057 0.205 0.407
CN 98 98 98 98 79
RAMSEY COUNTY SWCD
PROJECT: CRWD 2021 BOULEVARD
ELECTRIC
ELECTR
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 938.15'] TR
ELECTRIC
ELECTRIC
IDAHO AVE W
2'-0"
2'-0" LEVEL BUFFER ELECTRIC
ELECTRIC
ELECTRIC
E EL
ELECTRIC
ELECTRIC
SUMP [SEE DETAIL STP3/STP4 ON PG D200] WATER
WATER FLOW
ELECTRIC
EL
EC
ELECTRIC
WATER
ELECTRIC
ELECTRIC
WATER
EXISTING LIGHT
CURB CUT [938.65'] [SEE DETAIL STP5/STP6 ON PG D200]
ELECTRIC
ELECTRIC
STP1 D100
ELECTRIC
STP2 D100
ELECTRIC
WATER FLOW
ELEC
CT
RI
NOTES:
SCALE: 1" = 8'-0"
TRIC
GAS
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 3/7/19 REVISION: 11/13/19 REVISION: 7/13/20 REVISION: 3/16/20 REVISION: 7/20/20 CHECKED BY: JL TAA:
ELEC
IC CTR
GAS
GAS
GAS
2'-0"
LEVEL BUFFER
SIDEWALK
EXISTING FIRE HYDRANT
2'-0"
GAS
WATER
GAS
GAS
GAS
LEVEL BUFFER
WATER GAS
938'
939'
IC
EXISTING TREE
CITY TO REMOVE EXISTING TREE. CONTRACTOR TO REPLACE WITH SWAMP WHITE OAK.
WATER
GAS GAS
EXISTING RETAINING WALL [TW: 941.50'] [BW: 938.75']
CAPITOL REGION WATERSHED DISTRICT
IC
GAS
EXISTING STEPS
GAS
1103 IDAHO AVE W. ST. PAUL, MN 55117
ELE
WATER
SIDEWALK
WATER
GAS
GAS
ELECTRIC
WATER
940'
CITY TO REMOVE EXISTING TREE. CONTRACTOR TO REPLACE WITH SWAMP WHITE OAK.
EXISTING RETAINING WALL GAS GAS [TW: 941.50'] [BW: 938.25']
ELECTRIC
PROPERTY LINE
WATER
GAS
10 FT
ELECTRIC
1103 IDAHO AVE W.
GAS
5
RAIN GARDENS
LOCATION:
WATERSHED DISTRICT:
GAS
0
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
C
TRIC
CATCH BASIN [RIM ELEV: 938.40'] [INSTALL INLET PROTECTION]
SITE PLAN: 1103 IDAHO AVE W.
NOTES:
Sq-ft 3,617 0 2,698 2,477 8,921 17,713 50%
LEXINGTON PARKWAY N/COUNTY STATE AID HIGHWAY 51
FLAT RAINGARDEN BASIN
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
ELECTRIC
EXISTING CONTOURS [1']
ELECTRIC
3H:1V RAINGARDEN SIDE SLOPE
1103 IDAHO AVE W 0.25
ELECTRIC
Watershed Data Target Rainfall
L124
WAT
ELECTRIC
WATER
PLANTINGS
0
5
ELECTRIC
WATER
Scale: 1/8" = 1'-0" 10 FT
ELECTR
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 1103 IDAHO AVE W. ST. PAUL, MN 55117
TRIC
WATER
ELEC
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
GAS
GAS
15-Black-Eyed Susan 'Goldsturm' 15 P7
GAS
GAS
GAS
GAS
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 3/7/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/13/20 REVISION: 7/20/20 CHECKED BY: JL TAA:
ELE
GAS
IC
20 P41 20-Blazing Star 'Kobold'
WATER
EL
EC
TR
WATER
GAS
CTR
IC
WATER E
ELECTRIC
WATER
IC
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
IC
WATER GAS
GAS
RAMSEY COUNTY SWCD
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
WATER
8-Walker's Low Catmint 8 P27
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
T ELEC
C LE
TR
IC
1 T1 1-Swamp White Oak
RIC
NOTES:
10 P27 10-Walker's Low Catmint
5-Fox Sedge 5 P8
1-Swamp White Oak 1 T1
WATER
SCALE: 1" = 8'-0"
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P7
15
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P41
20
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
18
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
T1
2
Swamp White Oak
Quercus bicolor
2" B&B
15
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
SITE PLANTING: 1103 IDAHO AVE W.
1
L125
LEGEND
NOTES: 0
3H:1V RAINGARDEN SIDE SLOPE
PROPOSED CONTOURS [1']
1104 IDAHO AVE W 0.2 Sq-ft 3,450 523 2,050 2,345 7,781 16,149 52%
Acre 0.079 0.012 0.047 0.054 0.179 0.371
CN 98 98 98 98 79
SUMP [SEE DETAIL STP3/STP4 ON PG D200] CURB CUT [938.40'] [SEE DETAIL STP5/STP6 ON PG D200] WATER FLOW
IDAHO AVE W ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
EXISTING CATCH BASIN [RIM ELEV.: 938.25'] [INSTALL INLET PROTECTION]
STP2 D100
WATER FLOW
WATER
ELECTRIC
STP1 D100
WATER
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELE
CT
R IC
EXISTING TREE [NO EXCAVATION WITHIN 4' OF TRUNK] EL
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 1104 IDAHO AVE W. ST. PAUL, MN 55117
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 3/7/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA: NOTES:
IC
EL
LEVEL BUFFER
E
CT PROPOSED EDGING R
938'
WATER
2'-0"
EC
GAS
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 937.90']
ELECTRIC
WATER
GAS
WATER
938'
EXISTING LIGHT
WATER WATER
1104 IDAHO AVE W.
939' 940'
ELECTRIC
GAS
WATER
ELECTRIC
EXISTING TREE
GAS
ELECTRIC
2'-0"
LEVEL BUFFER
PROPERTY LINE
GAS
SCALE: 1" = 8'-0"
SITE PLAN: 1104 IDAHO AVE W.
GAS
LEXINGTON PARKWAY N/COUNTY STATE AID HIGHWAY 51
GAS
ELECTRIC
GAS
ELECTRIC
GAS
2'-0"
WATER
LEVEL BUFFER
WATER
SIDEWALK
GAS
GAS
ELECTRIC
GAS
C
SIDEWALK
GAS
GAS
GAS
IC
GAS
TR
GAS
WATER
GAS
GAS
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
10 FT
EXISTING CONTOURS [1']
FLAT RAINGARDEN BASIN
Watershed Data Target Rainfall
5
L126
PLANTINGS
1
Scale: 1/8" = 1'-0" RAMSEY COUNTY SWCD 0
5
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
10 FT
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
WATER
10-Walker's Low Catmint 10 P27
LOCATION:
3 P8 3-Fox Sedge
1104 IDAHO AVE W. ST. PAUL, MN 55117
6 P27 6-Walker's Low Catmint
WATERSHED DISTRICT: ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELE
CT
CAPITOL REGION WATERSHED DISTRICT R IC
EL
GAS
GAS
GAS
ELECTRIC
NOTES:
ELECTRIC ELECTRIC
WATER
SCALE: 1" = 8'-0"
WATER
ID P8
Quantity 3
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P7
13
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P41
17
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
16
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
WATER WATER
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
ELECTRIC
GAS
GAS
ELECTRIC
GAS
GAS
WATER
GAS
GAS
WATER
GAS
GAS
WATER
GAS
GAS
IC
GAS
17 P41 17-Blazing Star 'Kobold'
TR
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 3/7/19 REVISION: 11/13/19 REVISION: 3/16/20 REVISION: 7/1/20 REVISION: CHECKED BY: JL TAA:
IC
EC
GAS
WATER
GAS
TR
EL
WATER
13-Black-Eyed Susan 'Goldsturm' 13 P7 GAS
EC
SITE PLANTING: 1104 IDAHO AVE W.
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
WATER
ELECTRIC
ELECTRIC
L127
LEGEND 3H:1V RAINGARDEN SIDE SLOPE
FLAT RAINGARDEN BASIN
EXISTING CONTOURS [1'] PROPOSED CONTOURS [1']
NOTES: 1. OWNER/CONTRACTOR IS TO CONTACT JOE SPAH WITH CITY OF ST. PAUL TRAFFIC OPERATIONS AT 651-266-9714 PRIOR TO WORK 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. SHOULD THE NEED ARISE FOR THE AREA TO BE USED FOR PUBLIC PURPOSES BY THE CITY THE RAINGARDEN SHALL BE REMOVED BY CRWD AT NO COST TO THE CITY. 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
Watershed Data Target Rainfall Surface Road-C Driveway-C Roof-C Roof-C Sidewalk-C Landscape Total % Imp
1442 Simpson Street 0.45 in (from Winslamm) Sq-ft 3,635 1,542 1,230 0 1,167 3,033 10,607 71%
CN 98 98 98 98 98 79
Acre 0.083 0.035 0.028 0.000 0.027 0.070 0.244
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 1442 SIMPSON ST ST. PAUL, MN 55108
0
5
10 FT
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
1442 SIMPSON STREET GARAGE
DECK
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 11/19/19 REVISION: 3/13/20 REVISION: 7/1/20 REVISION: REVISION: CHECKED BY: JL TAA: NOTES:
EXISTING TREE EXISTING FENCE 944' RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 942.65']
EXISTING RETAINING WALL
2'-0"
SIDEWALK
LEVEL BUFFER
DRIVEWAY
EXISTING TREE
SCALE: 1" = 8'-0"
EXISTING TREE
DRIVEWAY APRON
943' LEVE
2'-0" ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
WATER FLOW 942' EXISTING CATCH BASIN [RIM ELEV.: 942.15']
ELECTRIC
LEVEL BUFFER
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
CURB CUT [943.15'] [SEE DETAIL STP5/STP6 ON PG D200] SUMP [SEE DETAIL STP3/STP4 ON PG D200]
ARLINGTON AVE W.
942'
ELECTRIC
STP1 D100
ELECTRIC
STP2 D100
ELECTRIC
LEVEL BUFFER
ELECTRIC
2'-0"
ELECTRIC
ELECTRIC
L BUF
FER
ELECTRIC
ELECTRIC
WATER FLOW
943'
SITE PLAN: 1442 SIMPSON ST
2'-0"
ELECTRIC
L128
ELECTRIC
Scale: 1/8" = 1'-0" 0
5
10 FT
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 1442 SIMPSON ST ST. PAUL, MN 55108
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 11/19/19 REVISION: 3/13/20 REVISION: 7/1/20 REVISION: 7/20/20 REVISION: CHECKED BY: JL TAA:
14 P7-1 14-Black-Eyed Susan 'Goldsturm'
16-Blazing Star 'Kobold' 16 P41
NOTES:
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
ELECTRIC
10 P27 10-Walker's Low Catmint
10-Shenandoah Switch Grass 10 P42
10 P31 10-Phantom Joe-Pye Weed
8-Walker's Low Catmint 8 P27 5 P8 5-Fox Sedge
SCALE: 1" = 8'-0"
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P31
10
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P7-1
14
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P42
10
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P41
16
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
18
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
NOTES: 1. PLANTS MUST BE INSTALLED AT THE TOP OF THE SLOPE OR LOWER. NO PLANTINGS SHOULD BE INSTALLED WITHIN THE 2' BUFFER.
SITE PLANTING: 1442 SIMPSON ST
LECTRIC
PLANTINGS
1
L129
3H:1V RAINGARDEN SIDE SLOPE
NOTES: 1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK
EXISTING CONTOURS [1']
FLAT RAINGARDEN BASIN
PROPOSED CONTOURS [1']
Watershed Data Target Rainfall
1000 ROMA AVE 0.7
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
Sq-ft 9,145 4,821 6,155 878 21,918 42,917 49%
Acre 0.210 0.111 0.141 0.020 0.503 0.985
CN 98 98 98 98 79
RAIN GARDENS
LOCATION:
WATER FLOW
GAS
GAS
GAS
GAS
15'-6"
EXISTING STOP SIGN
GAS
GAS
2'-0"
WATER
UNDERDRAIN GATE VALVE [SEE DETAIL RV8 ON PG D500]
GAS
WATER
GAS
EXISTING TREE [TYP]
CURB CUT [938.85'] [SEE DETAIL RV5/RV6 ON PG D400]
SIDEWALK
SCALE: 1" = 8'-0"
940' EXISTING FENCE
WATER FLOW
EDGING
WATER
PROPERTY LINE
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
AGLEN ST
PROPERTY LINE
WATER
2'-0"
ROMA AVE
WATER
10'-0"
RETAINING WALL [T.W.: 935.50'] [B.W.: 933.50']
CAPITOL REGION WATERSHED DISTRICT
NOTES:
EDGING
WATER
D300
15'-0"
15'-6"
WATER
WATER
SWITCH TO SOLID 4" SCH. 40 PIPE AFTER GATE VALVE CORE DRILL UNDERDRAIN TO C.B. [DRILL PERPENDICULAR TO STRUCTURE] [SEE DETAIL RV10 ON PG D500] [INSTALL INLET PROTECTION] EXISTING CATCH BASIN [RIM ELEV.: 938.75']
WATERSHED DISTRICT:
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/9/21 REVISION: 2/27/19 REVISION: 3/19/20 REVISION: 8/5/20 GAS GAS GAS GAS GAS REVISION: GAS GAS REVISION: CHECKED BY: JL RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] TAA: [APPROXIMATE BASIN ELEVATION: 938.10']
11'-3"
GAS GAS 45 DEGREE ELBOW [TYP]
RV1
WATER
2'-0"
UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] [SEE DETAIL RV7 ON PG D500]
D300
WATER
UNDERDRAIN CLEAN OUT [SEE DETAIL RV9 ON PG D500]
1000 ROMA AVE ROSEVILLE, MN 55113
SUMP [SEE DETAIL RV3/RV4 ON PG D400] RV1
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD
CURB CUT [938.85'] [SEE DETAIL RV5/RV6 ON PG D400] EXISTING CATCH BASIN [RIM ELEV.: 938.75'] [INSTALL INLET PROTECTION]
RAMSEY COUNTY SWCD
1000 ROMA AVE
SITE PLAN: 1000 ROMA AVE
LEGEND
L200 EXISTING SHRUB ROW
PLANTINGS
1
Scale: 1/8" = 1'-0" RAMSEY COUNTY SWCD 10 FT
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
24-Blazing Star 'Kobold' 24 P41
10-Blazing Star 'Kobold' 10 P41 7-Fox Sedge 7 P8
RAIN GARDENS
LOCATION: 1000 ROMA AVE ROSEVILLE, MN 55113
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
WATER
36 P42 36-Shenandoah Switch Grass
41 P7 41-Black-Eyed Susan 'Goldsturm'
GAS
WATER
NOTES:
WATER
24 P31 24-Phantom Joe-Pye Weed
GAS
5 P41 5-Blazing Star 'Kobold'
6 P8 6-Fox Sedge
GAS
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/9/21 REVISION: 2/27/19 REVISION: 3/19/20 REVISION: 8/5/20 REVISION: REVISION: CHECKED BY: JL TAA:
WATER
GAS
WATER
GAS
CAPITOL REGION WATERSHED DISTRICT
SCALE: 1" = 8'-0"
WATER
GAS
WATERSHED DISTRICT:
WATER
GAS
WATER
WATER
26-Walker's Low Catmint 26 P27
PROJECT: CRWD 2021 BOULEVARD
ID P8
Quantity 13
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P42
36
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P7
41
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P31
24
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
P41
39
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P27
26
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
SITE PLANTING: 1000 ROMA AVE
5
WATER
0
L201
CURB CUT [946.50'] [SEE DETAIL RV5/RV6 ON PG D400]
RAINGARDEN BASIN RV1 D300
3H:1V SIDE SLOPE
DRAPER AVE
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
17'-6"
RAMSEY COUNTY SWCD
3H:1V SIDE SLOPE
FLOW
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROPERTY LINE 2'-0"
5
946'
1266 DRAPER AVE ROSEVILLE, MN 55113
32'-4"
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
6'-4"
10 FT
PROPERTY LINE
NOTES: 1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK
RAIN GARDENS
LOCATION:
RAINGARDEN [9" PONDING DEPTH BEFORE OVERFLOW] [APPROX BASIN ELEVATION: 945.75'] [EXTENT EXCAVATION: 944.75']
RETAINING WALL BW:945.25' TW:947.00' DRIVEWAY
DESIGNER: JL DATE: 2/9/21 REVISION: 1/7/19 REVISION: REVISION: REVISION: REVISION: CHECKED BY: BO NOTES: -ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
SCALE: 1" = 8'-0"
948'
1266 DRAPER AVE
SITE PLAN: 1266 DRAPER AVE
0
14'-11"
PROPOSED RAINGARDEN [A]: 330 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 945.75'] [EXTENT EXCAVATION: 944.75'] [OVERFLOW: 946.50']
PROJECT: CRWD 2021 BOULEVARD
EDGING
EDGING
L202
5
10 FT
RAINGARDEN BASIN 8 P21 8-Walker's Low Catmint 19 P41 19-Butterfly Weed
DRAPER AVE
16 P8 16-Fox Sedge
FLOW
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
8 P21 8-Walker's Low Catmint
PROJECT: CRWD 2021 BOULEVARD
19 P41 19-Butterfly Weed
RAIN GARDENS
946'
LOCATION: 1266 DRAPER AVE ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
16 P31 16-Phantom Joe-Pye Weed 21 P6 21-Switchgrass-Heavy Metal 16 P31 16-Phantom Joe-Pye Weed
DESIGNER: JL DATE: 2/9/21 REVISION: 1/7/19 REVISION: REVISION: REVISION: REVISION: CHECKED BY: BO NOTES:
DRIVEWAY
ID P6
Quantity 21
Latin Name Panicum virgatum 'Heavy Metal'
Common Name Switchgrass-Heavy Metal
P8
16
Carex vulpinoidea
Fox Sedge
P21
16
Nepeta x faasenii 'Walker's Low"
Walker's Low Catmint
P31
32
Eupatorium 'Phantom'
Phantom Joe-Pye Weed
P41
38
Asclepias tuberosa
Butterfly Weed
-ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
SCALE: 1" = 8'-0"
948'
1266 DRAPER AVE
SITE PLANTING: 1266 DRAPER AVE
0
L203
GA
NOTES:
EXISTING CONTOURS [1']
GAS
3H:1V RAINGARDEN SIDE SLOPE
1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK
PROPOSED CONTOURS [1']
GAS
FLAT RAINGARDEN BASIN
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
1730 CHATSWORTH ST. N 0.5
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
GAS
Sq-ft 3,858 3,404 3,222 355 9,144 19,983 54%
GAS
Acre 0.089 0.078 0.074 0.008 0.210 0.459
GAS
CN 98 98 98 98 79
GAS
GAS
GAS
Watershed Data Target Rainfall
GAS
3'-3"
941'
GAS
RAIN GARDENS
LOCATION: 1730 CHATSWORTH ST N ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
NOTES:
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 909.65']
25'-0"
940'
GAS
EXISTING UTILITY POLE
GAS
EXISTING RETAINING WALL
L204
EDGE DRIVEWAY 1720 CHATSWORTH ST. N. GARAGE
AS
SCALE: 1" = 8'-0"
SITE PLAN: 1730 CHATSWORTH ST N
EXISTING TREE
GAS
D300
GAS
37'-8"
11'-0" PROPERTY LINE
GAS
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
RV2
PROJECT: CRWD 2021 BOULEVARD
GAS
WATER FLOW
CHATSWORTH ST. N.
1'-6"
EDGING
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/9/21 REVISION: 4/9/19 REVISION: 4/15/20 REVISION: REVISION: REVISION: CHECKED BY: JL TAA:
DRIVEWAY
CURB CUT [939.75'] [SEE DETAIL RV5/RV6 ON PG D400]
RAMSEY COUNTY SWCD
1730 CHATSWORTH ST. N.
LEGEND
G
Scale: 1/8" = 1'-0"
GAS
PLANTINGS
1
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
10 FT
PROJECT: CRWD 2021 BOULEVARD
GAS
5
RAIN GARDENS
LOCATION:
WATERSHED DISTRICT:
15 P42 15-Shenandoah Switch Grass
CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/9/21 REVISION: 4/9/19 REVISION: 4/15/20 REVISION: REVISION: REVISION: CHECKED BY: JL TAA:
GAS
GAS
14-Walker's Low Catmint 14 P27
GAS
1730 CHATSWORTH ST N ROSEVILLE, MN 55113
NOTES:
GAS
19 P41 19-Blazing Star 'Kobold'
GAS
5-Fox Sedge 5 P8
17 P7 17-Black-Eyed Susan 'Goldsturm'
GAS
14 P31 14-Phantom Joe-Pye Weed
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P27
23
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P41
19
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P42
15
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P7
17
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P31
14
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
SITE PLANTING: 1730 CHATSWORTH ST N
SCALE: 1" = 8'-0"
GAS
9-Walker's Low Catmint 9 P27
GAS
0
L205
NOTES:
EXISTING CONTOURS [1']
FLAT RAINGARDEN BASIN
PROPOSED CONTOURS [1']
EXISTING TREE
1741 CHATSWORTH ST. N 0.25
Surface Road-C Driveway-D Roof-C Sidewalk-C Landscape Total % Imp
Sq-ft 5,605 4,148 3,503 310 17,525 31,091 44%
Acre 0.129 0.095 0.080 0.007 0.402 0.714
CN 98 98 98 98 79
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS 1741 CHATSWORTH ST N ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
10'-0" 1'-6" SUMP [SEE DETAIL RV3/RV4 ON PG D400]
RV2
EDGING
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/9/21 REVISION: 4/9/19 REVISION: 4/15/20 REVISION: 8/6/20 REVISION: REVISION: CHECKED BY: JL TAA: NOTES:
D300
CURB CUT [939.75'] [SEE DETAIL RV5/RV6 ON PG D400]
1741 CHATSWORTH ST. N.
RAMSEY COUNTY SWCD
LOCATION:
EDGING
PROPERTY LINE
3H:1V RAINGARDEN SIDE SLOPE
Watershed Data Target Rainfall
1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK
WATER FLOW
LEGEND
38'-0"
RAINGARDEN [6" PONDING DEPTH BEFORE OVERFLOW] [APPROXIMATE BASIN ELEVATION: 909.65']
23'-0"
EXISTING TREE
WATER
WATER
GAS
WATER
WATER
GAS
WATER
GAS
WATER
WATER
GAS
WATER
EDGE DRIVEWAY
DRIVEWAY
GAS
WATER
941'
GAS
WATER
WATER
GAS
WATER
EXISTING FIRE HYDRANT
SITE PLAN; 1741 CHATSWORTH ST N
WATER
GAS
CHATSWORTH ST. N.
WATER
GAS
13'-0"
GAS
SCALE: 1" = 8'-0"
L206
PLANTINGS
1
Scale: 1/8" = 1'-0" 5
RAMSEY COUNTY SWCD
10 FT
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 1741 CHATSWORTH ST N ROSEVILLE, MN 55113
8-Phantom Joe-Pye Weed 8 P31
WATERSHED DISTRICT:
9 P27 9-Walker's Low Catmint
11-Black-Eyed Susan 'Goldsturm' 11 P7
CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/9/21 REVISION: 4/15/20 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: JL TAA:
13-Blazing Star 'Kobold' 13 P41
NOTES:
5 P8 5-Fox Sedge
9-Shenandoah Switch Grass 9 P42 GAS
WATER
WATER
GAS
WATER
GAS
WATER
GAS
WATER
WATER
GAS
WATER
GAS
WATER
GAS
WATER
GAS
WATER
WATER
7 P27 7-Walker's Low Catmint GAS
WATER
WATER
GAS
SCALE: 1" = 8'-0"
WATER
ID P8
Quantity 5
Common Name Fox Sedge
Latin Name Carex vulpinoidea
Scheduled Size 1 Gallon
Spacing (ft) 2
P27
16
Walker's Low Catmint
Nepeta x faasenii 'Walker's Low"
1 Gallon
2
P41
13
Blazing Star 'Kobold'
Liatris specata 'Kobold'
1 Gallon
2
P42
9
Shenandoah Switch Grass
Panicum virgatum 'Shenandoah'
1 Gallon
2
P7
11
Black-Eyed Susan 'Goldsturm'
Rudbeckia hirta 'Goldsturm'
1 Gallon
2
P31
8
Phantom Joe-Pye Weed
Eupatorium 'Phantom'
1 Gallon
2
SITE PLANTING; 1741 CHATSWORTH ST N
0
L207
NOTES:
854'
5
UNDERDRAIN CLEAN OUT [SEE DETAIL RV9 ON PG D500]
10 FT
RAIN GARDENS
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
SUMP [SEE DETAIL RV3/RV4 ON PG D400] UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] [SEE DETAIL RV7 ON PG D500] DOWNSPOUT
EXISTING TREE RV1
RETAINING WALL BW:851.75' TW:853.50'
D300
PROPOSED RAINGARDEN [B]: 200 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 852.25'] [EXTENT EXCAVATION: 851.25'] [OVERFLOW: 853.00']
DESIGNER: JL DATE: 2/9/21 REVISION: 10/23/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO NOTES:
B
UNDERDRAIN GATE VALVE [SEE DETAIL RV8 ON PG D500]
1928 HAMLINE AVE N.
SWITCH TO SOLID 4" SCH. 40 PIPE AFTER GATE VALVE
PROPOSED EDGING
CORE DRILL UNDERDRAIN TO C.B. [DRILL PERPENDICULAR TO STRUCTURE] [SEE DETAIL RV10 ON PG D500]
DOWNSPOUT
EXISTING UTILITIES
856'
SCALE: 3/32" = 1'-0"
EXISTING CATCH BASIN [RIM: 852.75'] [INSTALL INLET PROTECTION]
RETAINING WALL BW: 854.25' TW: 856.00' DRIVEWAY
EXISTING TREE
PROPOSED EDGING
A PROPOSED EDGING 856' 854' RV1 D300
HAMLINE AVE N.
PROJECT: CRWD 2021 BOULEVARD
1928 HAMLINE AVE ROSEVILLE, MN 55113
CURB CUT [853.00'] [SEE DETAIL RV5/RV6 ON PG D400]
PROPOSED RAINGARDEN [A]: 330 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 854.00'] [EXTENT EXCAVATION: 853.00'] [OVERFLOW: 8545.75']
WATER FLOW
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
LOCATION:
FENCE 0
PROPOSED EDGING
RAMSEY COUNTY SWCD
CURB CUT [854.75'] [SEE DETAIL RV5/RV6 ON PG D400] CURB CUT [854.75'] [SEE DETAIL RV5/RV6 ON PG D400]
EXISTING UTILITY EXISTING MAILBOX
EXISTING CATCH BASIN [RIM: 852.50'] [INSTALL INLET PROTECTION]
SITE PLAN: 1928 HAMLINE AVE
PROPERTY LINE
ROSELAWN AVE
3H:1V SIDE SLOPE
WATER FLOW
RAINGARDEN BASIN
1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK
L208
RAINGARDEN 'A' LAYOUT
2
Scale: 1/8" = 1'-0" 856'
RAINGARDEN 'A' PLANTING Scale: 1/8" = 1'-0"
PROPOSED EDGING RAMSEY COUNTY SWCD
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
FLOW
HAMLINE AVE N.
RETAINING WALL BW: 854.25' TW: 856.00'
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
24-Penn Sedge 24 P40
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
14'-2"
CURB CUT [854.75'] [SEE DETAIL RV5/RV6 ON PG D400]
LOCATION:
16-Great Blue Lobelia 16 P27
1928 HAMLINE AVE N. ROSEVILLE, MN 55113
WATERSHED DISTRICT:
DOWNSPOUT
CAPITOL REGION WATERSHED DISTRICT
21-Phantom Joe-Pye Weed 21 P31 21-Jacob's Ladder 21 P33
28'-4"
RV1
D300
DESIGNER: JL DATE: 2/9/21 REVISION: 10/23/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO
16-Sprengel's Sedge 16 P9
15'-0"
21-Jacob's Ladder 21 P33
14'-2"
49'-7" 856'
35'-0"
1928 HAMLINE AVE N.
NOTES:
16-Great Blue Lobelia 16 P27
-ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
23-Penn Sedge 23 P40
PROPOSED EDGING EXISTING TREE
20'-10"
854' SCALE: 1/16" = 1'-0"
EXISTING MAILBOX EXISTING UTILITY DRIVEWAY
RAINGARDEN BASIN
3H:1V SIDE SLOPE
PROPERTY LINE FENCE
PROPOSED RAINGARDEN [A]: 330 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 854.00'] [EXTENT EXCAVATION: 853.00'] [OVERFLOW: 854.75']
0
5
10 FT
ID Quantity P9 16
Latin Name Carex sprengelii
Common Name Sprengel's Sedge
P27
32
Lobelia siphilitica
Great Blue Lobelia
P31
21
Eupatorium 'Phantom'
Phantom Joe-Pye Weed
P33
42
Plemonium reptans
Jacob's Ladder
P40
47
Carex pensylvanica
Penn Sedge
RAINGARDEN 'A' LAYOUT & PLANTING: 1928 HAMLINE AVE N.
1
L209
RAINGARDEN 'B' LAYOUT
CORE DRILL UNDERDRAIN TO C.B. [DRILL PERPENDICULAR TO STRUCTURE]
Scale: 1/8" = 1'-0"
RETAINING WALL BW:851.75' TW:853.50'
SWITCH TO SOLID 4" SCH. 40 PIPE AFTER GATE VALVE 45 DEGREE ELBOW [TYP]
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
UNDERDRAIN GATE VALVE RAINGARDEN BASIN
EXISTING UTILITY EXISTING SIGN
CURB CUT [853.00'] [SEE DETAIL RV5/RV6 ON PG D400]
28'-9"
3H:1V SIDE SLOPE 11'-3"
PROPERTY LINE
PROJECT: CRWD 2021 BOULEVARD
PROPOSED EDGING
WATERSHED DISTRICT:
2
5
RAIN GARDENS
LOCATION: 1928 HAMLINE AVE N. ROSEVILLE, MN 55113 CAPITOL REGION WATERSHED DISTRICT
14'-4"
14'-4"
0
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] UNDERDRAIN CLEAN OUT
FENCE
PROPOSED RAINGARDEN [B]: 200 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 852.25'] [EXTENT EXCAVATION: 851.25'] [OVERFLOW: 853.00']
RAMSEY COUNTY SWCD
EXISTING CATCH BASIN [RIM: 852.75']
ROSELAWN AVE FLOW
RV1 D300
25'-8"
DESIGNER: JL DATE: 2/9/21 REVISION: 10/23/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO NOTES:
10 FT
-ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
RAINGARDEN 'B' PLANTING Scale: 1/8" = 1'-0"
7 P19 7-Fox Sedge 13 P5 13-Switchgrass
SCALE: 1/16" = 1'-0"
14 P29 14-Marsh Blazing Star 16 P31 16-Phantom Joe-Pye Weed
16 P13 16-Walker's Low Catmint
ID P5
Quantity 13
Latin Name Panicum virgatum
Common Name Switchgrass
P13
16
Nepeta x faasenii 'Walker's Low"
Walker's Low Catmint
P19
7
Carex vulpinoidea
Fox Sedge
P29
14
Liatris spicata 'Kobold'
Marsh Blazing Star
P31
16
Eupatorium 'Phantom'
Phantom Joe-Pye Weed
RAINGARDEN 'B' LAYOUT & PLANTING: 1928 HAMLINE AVE N.
1
L210
NOTES: 1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK
RAINGARDEN BASIN
3H:1V SIDE SLOPE
PROPERTY LINE
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274 PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
PROPOSED RAINGARDEN: 330 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 855.25'] [EXTENT EXCAVATION: 854.25'] [OVERFLOW: 856.00']
5
2074 COHANSEY BLVD ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
10 FT
DESIGNER: JL DATE: 2/9/21 REVISION: 3/3/20 REVISION: 8/5/20 REVISION: REVISION: REVISION: CHECKED BY: BO
860'
CO
FL
HA
DRIVEWAY
EY
OW
NS
UNDERDRAIN CLEAN OUT [SEE DETAIL RV9 ON PG D500]
BL
3H:1V SIDE SLOPE
NOTES:
VD
EDGING
-ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
858' RETAINING WALL BW:854.75' TW:857.50' [WALL WILL STEP DOWN WITH GRADE]
UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] [SEE DETAIL RV7 ON PG D500] '- 0
"
"
15
'- 0
0"
26
2 '-
45 DEGREE ELBOW RAINGARDEN [9" PONDING DEPTH BEFORE OVERFLOW] [APPROX BASIN ELEVATION: 855.25'] [EXTENT EXCAVATION: 854.25']
SUMP [SEE DETAIL RV3/RV4 ON PG D400] CURB CUT [856.00'] [SEE DETAIL RV5/RV6 ON PG D400]
SCALE: 1" = 8'-0"
SC
LN
15
1 RV 0 0 D3
E CR
T EN
'- 0 " UNDERDRAIN GATE VALVE [SEE DETAIL RV8 ON PG D500] CORE DRILL UNDERDRAIN TO C.B. [DRILL PERPENDICULAR TO STRUCTURE] [SEE DETAIL RV10 ON PG D500] CATCH BASIN [RIM ELEV:855.50'] [INSTALL INLET PROTECTION]
856' EDGING SWITCH TO SOLID 4" SCH. 40 PIPE AFTER GATE VALVE CATCH BASIN [RIM ELEV:855.75'] EXISTING STOP SIGN
SITE PLAN: 2074 COHANSEY BLVD
0
862'
LOCATION:
L211
5
10 FT
ID Quantity P6 21
Latin Name Panicum virgatum 'Heavy Metal'
Common Name Switchgrass-Heavy Metal
P8
16
Carex vulpinoidea
Fox Sedge
P24
16
Nepeta x faasenii 'Walker's Low"
Walker's Low Catmint
P31
32
Eupatorium 'Phantom'
Phantom Joe-Pye Weed
P41
38
Asclepias tuberosa
Butterfly Weed
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274 PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 2074 COHANSEY BLVD ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: JL DATE: 2/9/21 REVISION: 8/6/20 REVISION: REVISION: REVISION: REVISION: CHECKED BY: BO NOTES:
16 P31 16-Phantom Joe-Pye Weed
-ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
8-Walker's Low Catmint 8 P24
21 P6 21-Switchgrass-Heavy Metal
SCALE: 1" = 8'-0"
19-Butterfly Weed 19 P41 16 P31 16-Phantom Joe-Pye Weed 16-Fox Sedge 16 P8 19-Butterfly Weed 19 P41
8-Walker's Low Catmint 8 P24
SITE PLANTING: 2074 COHANSEY BLVD
0
L212
934'
936'
RAINGARDEN BASIN
PROPOSED RAINGARDEN [B]: 200 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 929.75'] [EXTENT EXCAVATION: 928.75'] [OVERFLOW: 930.50']
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274
PROPERTY LINE
PROPERTY LINE
FARRINGTON STREET
3H:1V SIDE SLOPE
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
EDGE DRIVEWAY
LOCATION: 2190 FARRINGTON ST. ROSEVILLE, MN 55113
WATERSHED DISTRICT:
932'
CAPITOL REGION WATERSHED DISTRICT
DRIVEWAY 2190 FARRINGTON STREET 934'
EDGING
NOTES: 3H:1V SIDE SLOPE
EDGE DRIVEWAY
-5
-ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
4'
23'-10"
"
NOTES:
2'-0" 8'-0"
RV1
35'-10"
CURB CUT [930.50'] [SEE DETAIL RV5/RV6 ON PG D400]
23'-10"
15'-0"
D300
RETAINING WALL BW:929.25' TW:933.00'
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
SCALE: 1" = 8'-0"
3H:1V SIDE SLOPE
RAINGARDEN [9" PONDING DEPTH BEFORE OVERFLOW] [APPROX BASIN ELEVATION: 929.75'] [EXTENT EXCAVATION: 928.75'] EDGING
936'
EXISTING TREE [TYP] PROPERTY LINE
SITE LAYOUT; 2190 FARRINGTON ST.
1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. EXISTING MAILBOXES FOR 2190 & 2200 FARRINGTON STREET TO BE REMOVED AND RE-INSTALLED BY CONTRACTOR
9'-10"
10 FT
26'-9"
5
FLOW
0
DESIGNER: JL DATE: 2/9/21 REVISION: 12/4/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO
L213
FARRINGTON STREET
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274
EDGE DRIVEWAY
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 2190 FARRINGTON ST. ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
2190 FARRINGTON STREET
DESIGNER: JL DATE: 2/9/21 REVISION: 12/4/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO
EDGING 8-Walker's Low Catmint 8 P24
EDGE DRIVEWAY
NOTES: -ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
16 P31 16-Phantom Joe-Pye Weed
19-Butterfly Weed 19 P41
16-Fox Sedge 16 P8
RETAINING WALL BW:929.25' 21 P6 21-Switchgrass-Heavy Metal TW:933.00'
SCALE: 1" = 8'-0"
15 P41 15-Butterfly Weed 6 P24 6-Walker's Low Catmint EDGING
EXISTING TREE [TYP]
ID P8
Quantity 16
Latin Name Carex vulpinoidea
Common Name Fox Sedge
P31
27
Eupatorium 'Phantom'
Phantom Joe-Pye Weed
P6
21
Panicum virgatum 'Heavy Metal'
Switchgrass-Heavy Metal
P24
14
Nepeta x faasenii 'Walker's Low"
Walker's Low Catmint
P41
34
Asclepias tuberosa
Butterfly Weed
SITE PLANTING: 2190 FARRINGTON ST.
11 P31 11-Phantom Joe-Pye Weed
L214
NOTES:
3H:1V SIDE SLOPE
PROPERTY LINE PROPOSED RAINGARDEN [B]: 200 SQ-FT [9" PONDING DEPTH] [BASIN ELEVATION: 930.25'] [EXTENT EXCAVATION: 929.25'] [OVERFLOW: 931.00'] 5
10 FT
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: 2200 FARRINGTON ST. ROSEVILLE, MN 55113
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
2200 FARRINGTON STREET
DRIVEWAY
934'
NOTES: -ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
G
W
IN
O
RR
FL
FA
932'
TO N ST
EDGE DRIVEWAY
DESIGNER: JL DATE: 2/9/21 REVISION: 1/3/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO
936'
RE ET
EDGING 3H:1V SIDE SLOPE 934'
UTILITY POLE
SCALE: 1" = 8'-0"
EXISTING MAIL BOX TO BE REMOVED AND REINSTALLED BY CONTRACTOR
PROPERTY LINE
CURB CUT [931.00'] [SEE DETAIL RV5/RV6 ON PG D400]
RAINGARDEN [9" PONDING DEPTH BEFORE OVERFLOW] [APPROX BASIN ELEVATION: 930.25'] [EXTENT EXCAVATION: 929.25'] 3H:1V SIDE SLOPE
RV1
D300
SUMP [SEE DETAIL RV3/RV4 ON PG D400]
RETAINING WALL BW:929.75' TW:933.00'
EDGING
EDGE DRIVEWAY
2190 FARRINGTON STREET
SITE LAYOUT: 2200 FARRINGTON ST.
0
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274
PROPERTY LINE
1. CONTACT ROSEVILLE ENGINEERING FOR A ROW INSPECTION WHEN EXCAVATION COMMENCES 2. IF WATER CURB STOP BOX [SHUT-OFF] LIES WITHIN BASIN AREA ADJUST GRADE SURROUNDING PIPE 3. OWNER/CONTRACTOR TO CONTACT GAS UTILITY COMPANY REGARDING EXCAVATION ABOVE/MOVING UTILITY PRIOR TO WORK 4. EXISTING MAILBOXES FOR 2190 & 2200 FARRINGTON STREET TO BE REMOVED AND RE-INSTALLED BY CONTRACTOR
RAINGARDEN BASIN
L215
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274 PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
DRIVEWAY
2200 FARRINGTON STREET
LOCATION:
FA
2200 FARRINGTON ST. ROSEVILLE, MN 55113
RR IN
WATERSHED DISTRICT:
GT
CAPITOL REGION WATERSHED DISTRICT
ON
EDGE DRIVEWAY
RE ET
DESIGNER: JL DATE: 2/9/21 REVISION: 1/3/19 REVISION: 8/6/20 REVISION: REVISION: REVISION: CHECKED BY: BO
10 P24 10-Walker's Low Catmint
26 P31 26-Phantom Joe-Pye Weed 6 P13 6-Butterfly Weed
NOTES: -ELEVATIONS ARE APPROXIMATE -SIZE AND SHAPE OF RAINGARDEN MAY VARY -MAINTAIN SQUARE FEET AND PONDING DEPTH -UTILITY LOCATIONS ARE APPROXIMATE, CONFIRM UTILITY LOCATIONS PRIOR TO WORK
26 P6 26-Switchgrass-Heavy Metal 10 P8 10-Fox Sedge
6 P13 6-Butterfly Weed
10 P24 10-Walker's Low Catmint
EDGING EDGE DRIVEWAY
SCALE: 1" = 8'-0"
2190 FARRINGTON STREET
ID P6
Quantity 26
Latin Name Panicum virgatum 'Heavy Metal'
Common Name Switchgrass-Heavy Metal
P31
26
Eupatorium 'Phantom'
Phantom Joe-Pye Weed
P8
10
Carex vulpinoidea
Fox Sedge
P13
12
Asclepias tuberosa
Butterfly Weed
P24
20
Nepeta x faasenii 'Walker's Low"
Walker's Low Catmint
SITE PLANTING: 2200 FARRINGTON ST.
ST
EDGING
L216
RAINGARDEN SECTION STP1 Scale: 3/8" = 1'-0"
2'-0" COMBINED BUFFER
TOP OF CURB: 6"
3H:1V SIDE SLOPE
1'-6"
2'-0"
LEVEL PLANTED AREA SPLASH BLOCK TOP OF CURB
LEVEL PLANTED AREA
SUMP 3" MULCH
CURB CUT INLET
SIDEWALK
6" PONDING DEPTH STREET 1'-6" AMENDED SOILS
RIPPED SOILS
NOTES: 1. EXCAVATE RAIN GARDEN TO 24" BELOW GUTTER. BEFORE BACKFILLING WITH 18" PLANTING MEDIUM, THE EXISTING SUB-SOILS MUST BE THOROUGHLY SCARIFIED TO A DEPTH OF 6". 2. SCARIFY EXISTING SOILS BEFORE PLACING AMENDED SOILS IN BASIN 3. THE PLANTING MEDIUM AND MULCH SHALL BE PLACED IN SUCH A WAY AS TO LIMIT THE AMOUNT OF COMPACTION OF THE SUB-SOILS. 4. OFFSET SPLASH PAD FROM CURB CUT OPENING IN DIRECTION OF WATER FLOW ON STREET. 5. CLEAR STREET OF ALL SEDIMENT AND DEBRIS BEFORE LEAVING SITE 6. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
RAMSEY COUNTY SWCD 1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280
PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: ST. PAUL, MN
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 11/19/19 REVISION: 12/3/19 REVISION: 7/1/20 REVISION: 7/20/20 REVISION: 1/12/21 CHECKED BY: JL TAA:
UNDISTURBED IN SITU SOILS BOULEVARD WIDTH VARIES
NOTES: -CONFIRM UTILITY LOCATIONS PRIOR TO WORK -ORIGINAL SHEET SIZE: 11" X 17"
RAINGARDEN SECTION STP2 Scale: 3/8" = 1'-0" 2'-0"
3H:1V SIDE SLOPE
COMBINED BUFFER TOP OF CURB: 6"
1'-6"
2'-0"
LEVEL PLANTED AREA
LEVEL PLANTED AREA
TOP OF CURB EXISTING CURB [TYPE B]
3" MULCH
SIDEWALK
SCALE: 3/8" = 1'-0"
6" PONDING DEPTH
1'-6" AMENDED SOILS
RIPPED SOILS
UNDISTURBED IN SITU SOILS BOULEVARD WIDTH VARIES
ST. PAUL SITE DETAILS
STREET
D100
SPLASH BLOCK STEP DOWN & SUMP: PLAN VIEW STP3 Scale: 3/8" = 1'-0"
CURB CUT DETAIL [PLAN] STP5 Scale: 3/8" = 1'-0" VARIES
2'-0" COMBINED BUFFER LEVEL PLANTED AREA
6"
3% SLOPE
ST. PAUL, MN
CAPITOL REGION WATERSHED DISTRICT
CONTRACTION JOINT
1'-3"
1'-6"
1'-3"
OPENING
VARIES
TAPER
1'-6" 4"
3" MULCH
INSTALL PAVER ADJACENT TO CURB 1" BELOW INLET [SEAL JOINT BETWEEN GUTTER AND PAVER WITH WATERPROOF CAULK]
CONCRETE BLOCK STEP UNIT [6" x 16" x 16"] EXTERIOR GRADE CONSTRUCTION/MASONRY ADHESIVE TO ADHERE BLOCKS TOGETHER HERE
1"
AMENDED SOILS RIPPED SOILS
UNDISTURBED IN SITU SOILS
-CONFIRM UTILITY LOCATIONS PRIOR TO WORK -ORIGINAL SHEET SIZE: 11" X 17"
SCALE: 3/8" = 1'-0"
TAPER TO INTERSECT TOP OF OUTSIDE EDGE OF SUMP WALL [TYP]
6" PONDING DEPTH
4"
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 11/19/19 REVISION: 12/3/19 REVISION: 7/1/20 REVISION: 7/20/20 REVISION: 1/12/21 CHECKED BY: JL TAA:
EXTERIOR GRADE CONSTRUCTION/MASONRY ADHESIVE TO ADHERE BLOCKS TOGETHER HERE
NOTES: 1. EXCAVATE RAIN GARDEN TO 24" BELOW GUTTER. 2. INSTALL AND COMPACT BASE MATERIAL [WASHED SAND, CLASS 5 OR APPROVED ALTERNATE] 3. INSTALL PAVER SUMP AND SPLASH BLOCK TO A FINISHED HEIGHT OF 1" BELOW THE CURB-CUT INLET 4. SEAL JOINT BETWEEN GUTTER AND PAVER WITH WATERPROOF CAULK 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
ST. PAUL SITE DETAILS
FLAT BASIN
NOTES: 1. SAW CUT 1'-3" TAPERS AT UNIFORM ANGLE FROM TOP CURB TO GUTTER 2. SAW CUT 1'-6" OPENING IN CURB 3. MINIMUM 3% SLOPE FROM GUTTER TO BACK OF CURB 4. IF CURB FRACTURES DURING CUTTING CONTACT ENGINEER 5. CURB SECTION LENGTH MAY VARY 6. TAPER LENGTH MAY VARY 7. MAINTAIN CURB-CUT OPENING LENGTH 8. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
CONCRETE BLOCK STEP UNIT [6" x 16" x 16"]
4" DEPTH CLASS V BASE
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7280 RAIN GARDENS
VARIES
INSTALL PAVER ADJACENT TO CURB 1" BELOW INLET [SEAL JOINT BETWEEN GUTTER AND PAVER WITH WATERPROOF CAULK]
STREET
RAMSEY COUNTY SWCD
LOCATION:
CONTRACTION JOINT
5'-0"
4'-0"
TAPER
STP6 Scale: 3/8" = 1'-0"
6"
1'-4"
CONTRACTION JOINT
NOTES:
1'-0" 6"
3"
OPENING
VARIES
CURB CUT DETAIL [SECTION]
SPLASH BLOCK STEP DOWN & SUMP: SECTION-ELEVATION/ISOMETRIC VIEW STP4 Scale: 3/8" = 1'-0"
CURB CUT INLET
1'-3"
WATERSHED DISTRICT:
2'-10"
1'-4"
1'-6"
PROJECT: CRWD 2021 BOULEVARD
TAPER
3H:1V SIDE SLOPE
1'-4"
TAPER
FLOW
TAPER OPENING TAPER
1'-3" 1'-6" 1'-3"
4
ADHERE PERIMETER BLOCK TO SPLASH BLOCK [TYP] 3H:1V SIDE SLOPE
TOP OF CURB
FLAT BASIN
MAY VARY
CONTRACTION JOINT
1'-6"
1'-3"
L400
6"
1'-6"
VARIES
D200
RV1
RAINGARDEN SECTION [W/WALL]
FLAT RAINGARDEN BASIN [SEE SITE PLAN FOR ELEVATION]
Scale: 3/8" = 1'-0"
RETAINING WALL [MODULAR CONCRETE BLOCK OR STONE] [HEIGHT VARIES- SEE SITE PLAN FOR ELEVATIONS] CURB CUT INLET
SPLASH BLOCK SUMP
BLEND EXISTING GRADE WITH TOP WALL ELEVATION 0.75" WASHED ROCK
STREET
3" TWICE-SHREDDED HARDWOOD MULCH 9" PONDING DEPTH
1'-0" AMENDED SOILS
NON-WOVEN GEOTEXTILE BETWEEN SOILS AND DRAINAGE ROCK UNDERDRAIN [AS CALLED FOR ON PLANS] [SEE DETAILS ON PG L500] 4" COMPACTED AGGREGATE BASE
RIPPED SOILS
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274 PROJECT: CRWD 2021 BOULEVARD RAIN GARDENS
LOCATION: ROSEVILLE, MN
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/12/18 REVISION: 4/30/18 REVISION: 5/3/18 REVISION: 7/23/20 REVISION: 1/12/21 CHECKED BY: BO
UNDISTURBED IN SITU SOILS WIDTH VARIES
NOTES:
RV2
-CONFIRM UTILITY LOCATIONS PRIOR TO WORK -ORIGINAL SHEET SIZE: 11" X 17"
RAINGARDEN SECTION Scale: 3/8" = 1'-0" FLAT RAINGARDEN BASIN [SEE SITE PLAN FOR ELEVATION]
STREET
SPLASH BLOCK SUMP
EDGING
3" TWICE-SHREDDED HARDWOOD MULCH 9" PONDING DEPTH
1'-0" AMENDED SOILS
UNDERDRAIN [AS CALLED FOR ON PLANS] [SEE DETAILS ON PG L500]
RIPPED SOILS UNDISTURBED IN SITU SOILS WIDTH VARIES
NOTES: 1. EXCAVATE RAIN GARDEN TO 1'-9" BELOW GUTTER. SCARIFY AN ADDITIONAL 6" BEFORE BACKFILLING WITH AMENDED SOILS. 2. THE PLANTING MEDIUM AND MULCH SHALL BE PLACED IN SUCH A WAY AS TO LIMIT THE AMOUNT OF COMPACTION OF THE SUB-SOILS. 3. OFFSET SPLASH PAD FROM CURB CUT OPENING IN DIRECTION OF WATER FLOW ON STREET. 4. NO GEOTEXTILE TO BE USED BETWEEN NATIVE AND ENGINEERED SOILS 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
SCALE: 3/8" = 1'-0"
ROSEVILLE SITE DETAILS
CURB CUT INLET
D300
SPLASH BLOCK STEP DOWN & SUMP: PLAN VIEW
RV5
Scale: 3/8" = 1'-0"
VARIES 3H:1V SIDE SLOPE
4
ADHERE PERIMETER BLOCK TO SPLASH BLOCK [TYP]
TAPER
1'-3" TAPER
1'-6"
1'-3"
OPENING
VARIES
TAPER
CONTRACTION JOINT
RAIN GARDENS
FLOW
LOCATION:
3% SLOPE
ROSEVILLE, MN
RV6
5'-0"
OPENING
FLAT BASIN
WATERSHED DISTRICT: CAPITOL REGION WATERSHED DISTRICT
CURB CUT DETAIL [SECTION] Scale: 3/8" = 1'-0" CONTRACTION JOINT
TAPER GUTTER TOWARDS GARDEN
6"
CONTRACTION JOINT
1'-4"
2'-4"
6"
VARIES
4'-2"
1'-3" TAPER
1'-6" OPENING
1'-3"
VARIES
TAPER
NOTES: 1. SAW CUT 1'-3" TAPERS AT UNIFORM ANGLE FROM TOP CURB TO GUTTER 2. SAW CUT 1'-6" OPENING IN CURB 3. MINIMUM 3% SLOPE FROM GUTTER TO BACK OF CURB 4. IF CURB FRACTURES DURING CUTTING CONTACT ENGINEER [651-792-7004] 5. CURB SECTION LENGTH MAY VARY 6. TAPER LENGTH MAY VARY 7. MAINTAIN CURB-CUT OPENING LENGTH 8. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
RV4
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274 PROJECT: CRWD 2021 BOULEVARD
6"
TAPER GUTTER TOWARDS GARDEN
VARIES
CONTRACTION JOINT
TAPER
1'-3" 1'-6"
Scale: 3/8" = 1'-0"
2'-0" BUFFER
1'-3"
CURB CUT DETAIL [PLAN]
L400
WIDTH VARIES
4'-0"
RV3
SPLASH BLOCK STEP DOWN & SUMP: SECTION-ELEVATION/ISOMETRIC VIEW Scale: 3/8" = 1'-0"
INSTALL PAVER ADJACENT TO CURB 1" BELOW INLET [SEAL JOINT BETWEEN GUTTER AND PAVER WITH WATERPROOF CAULK]
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 7/23/20 REVISION: 1/12/21 REVISION: REVISION: REVISION: CHECKED BY: BO NOTES: -TAPER WIDTH MAY VARY -CURB-CUT LOCATION MAY VARY -VERIFY WITH RAMSEY COUNTY IF CURB-CUT LOCATION VARIES -CONFIRM UTILITY LOCATIONS PRIOR TO WORK -ORIGINAL SHEET SIZE: 11" X 17"
SCALE: 3/8" = 1'-0"
SUMP
4"
3" MULCH 9" PONDING DEPTH
EXTERIOR GRADE CONSTRUCTION/MASONRY ADHESIVE TO ADHERE BLOCKS TOGETHER AT PERIMETER
1"
7"
1'-1"
STREET
6"
CURB CUT INLET
CONCRETE BLOCK STEP UNIT [6" x 16" x 16"]
2'-4" STEP
1'-4"
AMENDED SOILS 4" OVERLAP RIPPED SOILS
4" DEPTH BASE MATERIAL [SEE NOTES] UNDISTURBED IN SITU SOILS
EXTERIOR GRADE CONSTRUCTION/MASONRY ADHESIVE TO ADHERE BLOCKS TOGETHER HERE
NOTES: 1. EXCAVATE RAIN GARDEN TO 1'-9" BELOW GUTTER AT CURB CUT. 2. INSTALL AND COMPACT BASE MATERIAL [WASHED SAND, WASHED AGGREGATE OR APPROVED ALTERNATE] 3. INSTALL PAVER SUMP AND SPLASH BLOCK TO A FINISHED HEIGHT OF 1" BELOW THE CURB-CUT INLET 4. SEAL JOINT BETWEEN GUTTER AND PAVER WITH WATERPROOF CAULK 5. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
ROSEVILLE SITE DETAILS
CONCRETE BLOCK STEP UNIT [6" x 16" x 16"] INSTALL PAVER ADJACENT TO CURB 1" BELOW INLET [SEAL JOINT BETWEEN GUTTER AND PAVER WITH WATERPROOF CAULK]
D400
DRAINTILE/MANHOLE CONNECTION RV10 Scale: 1/2" = 1'-0"
Scale: 1/2" = 1'-0"
MULCH
0.75" WASHED ROCK UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] 1'-0" AMENDED SOILS RIPPED SUB-GRADE SOILS
4" SOLID PVC SCH. 40 PIPE
[MIN. 1% SLOPE]
3'-0" MIN. SOLID PIPE
Scale: 1/2" = 1'-0"
TRANSITION TO SOLID 4" PVC PIPE GATE VALVE HANDLE SOLID PVC VALVE BOX
0.75" WASHED ROCK
PVC KNIFE GATE VALVE UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] [MIN. 0.5% SLOPE]
SOLID PIPE TO CATCH BASIN [MIN. 0.5% SLOPE] CUT OPENING IN EACH SIDE OF VALVE BOX SO PIPE FITS TIGHTLY OVER SOLID PVC PIPE
RIPPED SUB-GRADE SOILS
AGGREGATE BEDDING
1425 PAUL KIRKWOLD DR ARDEN HILLS, MN 55112 651-266-7274
GROUT
PROJECT: CRWD 2021 BOULEVARD
INVERT ELEVATION VARIES
LOCATION:
UNDERDRAIN OUTLET
RAIN GARDENS ROSEVILLE, MN
WATERSHED DISTRICT:
GROUT
UNDERDRAIN VALVE
MULCH 1'-0" AMENDED SOILS
NOTES: 1. CONNECTION NEEDS TO BE CORE DRILLED 2. CORE DRILL TO BE PERPENDICULAR TO STRUCTURE 3. MINIMUM 3' SOLID PIPE CONNECTION TO STRUCTURE 4. CONNECTION SHOULD BE PROPERLY GROUTED TO BE WATER TIGHT 5. DO NOT DRILL THROUGH ADJUSTING RINGS 6. CORE DRILL SHALL BE MINIMUM 6" BELOW TOP OF STRUCTURE 7. CALL PUBLIC WORKS AT 651-792-7004, 24 HOURS PRIOR TO SET UP AN INSPECTION PRIOR TO CONNECTION TO DRILLING 8. OWNER/CONTRACTOR TO PROVIDE ALL GSOC LOCATIONS PRIOR TO COMPLETING ANY EXCAVATION
CAPITOL REGION WATERSHED DISTRICT
DESIGNER: RAMSEY COUNTY SWCD DATE: 2/8/21 REVISION: 4/12/18 REVISION: 4/30/18 REVISION: 5/3/18 REVISION: 7/23/20 REVISION: 1/12/21 CHECKED BY: BO NOTES: -CONFIRM UTILITY LOCATIONS PRIOR TO WORK -ORIGINAL SHEET SIZE: 11" X 17"
SCALE: 1/2" = 1'-0"
UNDERDRAIN CLEAN-OUT Scale: 1/2" = 1'-0" 4" PVC SCREW CAP ON GRADE
MULCH
45 DEGREE WYE AND FITTING OR APPROVED EQUAL DIRECTIONAL CLEANOUT TO CONNECT UNDERDRAIN TO STANDPIPE TRANSITION FROM SOLID TO PERFORATED PIPE UNDERDRAIN [4" HDPE PERFORATED PIPE W/ CIRCULAR KNIT SOCK] [MIN. 0.5% SLOPE]
1'-5"
4" PVC NON-PERFORATED STANDPIPE
1'-2"
RV9
CATCH BASIN WALL
ROSEVILLE SITE DETAILS
RV8
HEIGHT VARIES
UNDERDRAIN
[MIN. 6"]
RV7
D500