March 3, 2021 Workshop and Regular Meeting Packet

Page 1

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

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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

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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

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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

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