July 22, 2020 Board Packet

Regular Meeting of the Capitol Region Watershed District (CRWD) Board of Managers, for Wednesday, July 22, 2020, 6:00 p.m. (Regular Meeting).

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/173370317 and following the directions or dial in using your phone: +1 (224) 501-3412 Access Code: 173-370-317 Please visit www.capitolregionwd.org to get additional CRWD COVID-19 information.

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) Permit 20-001 Dickerman Park Improvements (Hosch) B) Permit 20-019 Marshall and Finn Apartments (Hosch) IV.

Special Reports –

V.

Action Items A) AR: Approve Minutes of the July 8, 2020 Workshop and Regular Meeting (Sylvander) B) AR: Approve Accounts Payable/Receivables for June (Sylvander) C) AR: Approve Grant Award to City of Saint Paul for Mississippi River Boulevard Stream Crossing (Fossum)

VI.

Unfinished Business A) 2020 Watershed Management Plan Update (Eleria) B) Adopt a Drain Program Update (Schwantes) C) Public Art Program Update (Schwantes) D) Master Water Steward Program Update (Schwantes) E) Watershed Based Implementation Funding Update (Doneux) F) 2021 Budget Update (Doneux)

VII.

General Information A) Board of Manager’s Updates

VIII. Next Meetings A) Wednesday, August 5, 2020 - 5:00 PM - Board Workshop and Regular Meeting Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District

B) IX.

Wednesday, August 12, 2020 - 7:00 PM - CAC Meeting

Adjournment

Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District

Capitol Region Watershed District Applicant:

Bryan Murphy City of Saint Paul - Parks and Recreation 400 City Hall Annex, 25 West Fourth Street Saint Paul, MN 55102

Permit 20-001 Dickerman Park Site Improvements Consultant: NA

Description: Parks is undertaking the next phase of site improvements at Dickerman Park consistent with the first phase which includes new sidewalks, seating areas, landscaping, lighting, and other site amenities.

Stormwater Management: 3 bioinfiltration basins, disconnected impervious surface, and volume banking credit use.

District Rule: —C D F Disturbed Area: 1.3 Acres Impervious Area: 0.31 Acres STAFF RECOMMENDATION: Approve with 5 Conditions: 1. Provide plans with each sheet signed by a professional engineer per the Minnesota Board of AELSLAGID. 2. Provide a copy of the NPDES permit.

3. Provide infiltration tests to justify infiltration rate used and separation from groundwater. a. Add the following text to the civil plans, “Verification of soil is required by the engineer and CRWD before installation of the basins can begin. This verification will be achieved through use of double-ring infiltrometer testing and test pit excavation during construction at least 5 feet below the proposed bottom of the basins.”

4. Revise Plans to label bioinfiltration basins high-water level (HWL) on grading plan (L6 and L7).

5. Add a note to grading plan (L6 and L7) to notify CRWD at least 24 hours before the construction of stormwater BMPs.

Second Ave

Aerial Photo Permit Location Permit Report 20-001

Board Meeting Date: 07/22/2020

Capitol Region Watershed District Permit Report

CRWD Permit #:

Review date:

Project Name:

Applicant:

Purpose:

20‐001 July 14, 2020 Dickerman Park Site Improvements Bryan Murphy City of Saint Paul ‐ Parks and Recreation 400 City Hall Annex, 25 West Fourth Street Saint Paul, MN, 55102 (651) 266‐6411 bryan.murphy@ci.stpaul.mn.us

Parks is undertaking the next phase of site improvements at Dickerman Park consistent with the first phase which includes new sidewalks, seating areas, landscaping, lighting, and other site amenities. The park will be renovated between Wheeler and Aldine Street. Stormwater management consists of three biofiltration areas.

Location: 1753 University Avenue, St. Paul, MN

Applicable Rules: C, D, and F

Recommendation: Approve with 5 Conditions

EXHIBITS:

1. Civil Plans (L1‐L12, C1, E1‐E3, ES4, IRI.1, IRI.2, IR2.0) by City of Saint Paul ‐ Parks and Recreation, dated 7/1/20, recv. 7/2/20.

2. Hydrology Narrative (31 Pages), by City of Saint Paul ‐ Parks and Recreation, dated 8/13/19, recv. 1/10/20.

3. Soil Borings, by Stevens, dated 4/6/20, recv. 4/21/20.

4. HydroCAD report, by Stevens, dated 6/18/20, recv. 7/2/20.

5. Alternative Compliance Sequencing Letter, dated 6/8/20, recv. 7/2/20.

HISTORY & CONSIDERATIONS:

Dickerman Park between Fairview and Wheeler Street was renovated in 2017 under CRWD Permit #17‐017. This permit resulted in 13,068 ft2 of new/reconstructed impervious area, and has been closed.

RULE C: STORMWATER MANAGEMENT W:\07 Programs\Permitting\2020\20-001, Dickerman Park improvements\20-001 Permit Report_R3b.doc Page 1 of 4

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. A hydrograph method based on sound hydrologic theory is used to analyze runoff for the design or analysis of flows and water levels.

2. The runoff rates for the proposed activity do not exceed existing runoff rates for the 2‐, 10‐, and 100‐year critical storm events.

3. Stormwater runoff volume retention is achieved onsite in the amount equivalent to the runoff generated from 1.1‐inch of rainfall over the impervious surfaces of the development. a. The amount of proposed impervious is 13,511 ft2. b. Volume retention required: 13,511 ft2 x 1.1 inches x 1 ft/12 inches = 1,239 ft3

Table 1. Proposed volume retention through abstraction (i.e. infiltration, reuse).

Volume Volume 2.5‐inch 1.1‐inch Retention Retention Runoff Runoff BMP Provided below Required (ft3) 3 (ft3) (ft ) outlet (ft3) Bioinfiltration Basin P2 281 138 314 Bioinfiltration Basin P3 216 89 201 1,239 cf Bioinfiltration Basin P4 1012 96 216 Disconnected Impervious N/A 449 N/A Total 1,147 cf

c. Banking of excess volume retention is not proposed. d. It is unknown if infiltration volume and facility sizes have been calculated using the appropriate hydrologic soil group classification and design infiltration rate. e. It is unknown if the infiltration areas can infiltrate the required volume within 48 hours. f. Stormwater runoff is pretreated to remove solids before discharging to infiltration areas but does not need to be since runoff is from sidewalks. g. It is uknown if groundwater mounding will affect adjacent properties and buildings.

4. Alternative compliance sequencing has been requested. a. The applicant partially complied with the volume retention standard. b. The applicant requests use of 92 volume bank credits.

W:\07 Programs\Permitting\2020\20-001, Dickerman Park improvements\20-001 Permit Report_R3b.doc Page 2 of 4

5. Best management practices do not achieve 90% total suspended solids removal from the runoff generated on an annual basis because volume retention requirements are not satisfied.

6. A memorandum of agreement for maintenance of stormwater facilities exists between the City of St. Paul and the CRWD. Adequate maintenance access is provided for surface systems.

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.

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 1.3 acres; an NPDES permit is required. A SWPPP has been submitted.

RULE G: ILLICIT DISCHARGE AND CONNECTION W:\07 Programs\Permitting\2020\20-001, Dickerman Park improvements\20-001 Permit Report_R3b.doc Page 3 of 4

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 5 Conditions Conditions: 1. Provide plans with each sheet signed by a professional engineer per the Minnesota Board of AELSLAGID. 2. Provide a copy of the NPDES permit.

3. Provide infiltration tests to justify infiltration rate used and separation from groundwater. a. Add the following text to the civil plans, “Verification of soil is required by the engineer and CRWD before installation of the basins can begin. This verification will be achieved through use of double‐ring infiltrometer testing and test pit excavation during construction at least 5 feet below the proposed bottom of the basins.”

4. Revise Plans to label bioinfiltration basins high‐water level (HWL) on grading plan (L6 and L7).

5. Add a note to grading plan (L6 and L7) to notify CRWD at least 24 hours before the construction of stormwater BMPs.

W:\07 Programs\Permitting\2020\20-001, Dickerman Park improvements\20-001 Permit Report_R3b.doc Page 4 of 4

Capitol Region Watershed District Applicant:

Jon Schwartzman Fairway Property Management 700 Raymond Ave, Suite 130 St. Paul, MN 55114

Permit 20-019 Marshall and Finn Apartments Consultant: Joey Diederichs Civil Site Group 4931 W 35th Street, Suite 200 St. Louis Park, MN 55416

Description: Demo of existing single family homes. Construction of proposed townhomes and apartments. Onsite drives/parking will be constructed.

Stormwater Management: Two underground infiltration systems.

District Rule: —C D F Disturbed Area: 1.2 Acres Impervious Area: 0.662 Acres STAFF RECOMMENDATION: Approve with 6 Conditions: 1. Receipt of $3,300 surety.

2. Receipt of documentation of maintenance agreement recorded with Ramsey County 3. Provide a copy of the NPDES permit.

4. Reduce 100-year runoff rate for water that discharges to the alley in order to meet rate control requirements. Alternatively, provide documentation from the city that the proposed increase is acceptable.

5. Provide project-specific elevations on the infiltration basins details.

6. Revise the “Maintenance Plan for Permanent Storm Water Treatment System” for items a.-b. in the July 14, 2020 permit report.

First Street Second Ave

Aerial Photo Permit Location Permit Report 20-019

Board Meeting Date 07/22/2020

Capitol Region Watershed District Permit Report CRWD Permit #:

20-019

Review date:

July 14, 2020

Project Name:

Marshall and Finn Apartments

Applicant:

Jon Schwartzman Fairway Property Management 3560 Fairway Court Hopkins, MN 55305 jonsci@msn.com

Purpose:

Demo of existing single-family homes for construction of proposed townhomes and apartments. Permanent stormwater management consists of two underground infiltration basins.

Location:

2097-2115 Marshall Ave, St. Paul, MN 55104

Applicable Rules:

C, D, and F

Recommendation:

Approve with 6 Conditions

EXHIBITS: 1. Revised Civil Plans (19 Sheets), by Civil Site Group, dated July 7, 2020, recv. July 7, 2020.

2. Revised Stormwater Management Report, by Civil Site Group, dated July 7, 2020, recv.

July 7, 2020.

3. Geotechnical Exploration Report, by Haugo GeoTechnical Services, dated April 14, 2020, recv. June 18, 2020.

HISTORY & CONSIDERATIONS: None.

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.

W:\07 Programs\Permitting\2020\20-019 Marshall and Finn Apartments\20-019 Permit Report_R2.doc Page 1 of 4

ďƒ˜ Developments and redevelopments must incorporate effective non-point source pollution reduction BMPs to achieve 90% total suspended solid removal.

Findings 1. A hydrograph method based on sound hydrologic theory is used to analyze runoff for the design or analysis of flows and water levels.

2. Runoff rates for the proposed activity do not exceed existing runoff rates for the 2and 10-year critical storm events. Runoff rates for the proposed activity exceed existing runoff rates for the 100-year critical storm events. Stormwater leaving the project area is not completely discharged into a well-defined receiving channel or pipe and routed to a public drainage system.

3. Stormwater runoff volume retention is achieved onsite in the amount equivalent to the runoff generated from 1.1-inch of rainfall over the impervious surfaces of the development. a. The amount of proposed impervious is 28,819 ft2. b. Volume retention required: 28,819 ft2 x 1.1 inches x 1 ft/12 inches = 2,642 ft3 Table 1. Proposed volume retention through abstraction (i.e. infiltration, reuse).

Volume Volume Retention 1.1-inch 2.5-inch Retention BMP Provided below Runoff Runoff Required 3 3 outlet (ft ) (ft ) (ft3) (ft3) Infiltration Basin 1 2,439 1,866 4,240 Infiltration Basin 2 377 466 1,059 2,642 Total 2,816 cf

4.

5.

6.

7.

c. Banking of excess volume retention is not proposed. d. Infiltration volume and facility sizes have been calculated using the appropriate hydrologic soil group classification and design infiltration rate. e. The infiltration areas are capable of infiltrating the required volume within 48 hours. f. Stormwater runoff is pretreated to remove solids before discharging to infiltration areas. g. Groundwater mounding is not anticipated to affect adjacent properties and buildings.

Alternative compliance sequencing has not been requested.

Best management practices achieve 90% total suspended solids removal from the runoff generated on an annual basis.

A maintenance agreement recorded with Ramsey County has not been submitted.

Adequate maintenance access is provided for underground systems. A site-specific plan, schedule, and narrative for maintenance of the proposed stormwater management practices has been submitted but is not sufficient.

RULE D: FLOOD CONTROL

W:\07 Programs\Permitting\2020\20-019 Marshall and Finn Apartments\20-019 Permit Report_R2.doc Page 2 of 4

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.

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 not protected from erosion/sediment transport/deposition.

4. Total disturbed area is 1.7 acres; an NPDES permit is required. A SWPPP has been submitted and is sufficient.

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.

W:\07 Programs\Permitting\2020\20-019 Marshall and Finn Apartments\20-019 Permit Report_R2.doc Page 3 of 4

Recommendation: Approve with 6 Conditions Conditions: 1. Receipt of $3,300 surety.

2. Receipt of documentation of maintenance agreement recorded with Ramsey County.

3. Provide a copy of the NPDES permit.

4. Reduce 100-year runoff rate for water that discharges to the alley in order to meet rate control requirements. Alternatively, provide documentation from the city that the proposed increase is acceptable.

5. Provide project-specific elevations on the infiltration basins details.

6. Revise the “Maintenance Plan for Permanent Storm Water Treatment System” for the following: a. Clarify difference between “underground chambers” and “underground storage chambers” or revise language. The future owner and/or maintenance staff may not understand the difference between the two. b. Revise to clearly state maintenance activities and frequency. As currently stated: i. The longer paragraphs and details within may get “lost” within the overall plan set. A concise bulleted list may be more effective to convey expectations and actions. ii. It is unclear if inspections are to be done every three months or once a year. At a minimum, CRWD requires systems are inspected annually with a corresponding action when a maintenance threshold is reached.

W:\07 Programs\Permitting\2020\20-019 Marshall and Finn Apartments\20-019 Permit Report_R2.doc Page 4 of 4

CITY OF ST. PAUL UTILITY NOTES (SEE C4.0 FOR GENERAL UTILITY NOTES):   

 

civilsitegroup.com

11.25º BEND/WYE TIE TRENCH DRAIN INTO PIPE RUNNING UNDERNEATH IE=198.19 24 LF 12" HDPE STORM @ 3.00%

TRENCH DRAIN 32 RIM=202.16 IE=200.66

CB 33 NYLOPLAST STRUCTURE RIM=203.91 IE=200.41

74 LF 12" HDPE STORM @ 3.00%

MH 31 NYLOPLAST STRUCTURE RIM=201.70 IE=197.47

OUTLET IE=185.90

59 LF 12" HDPE STORM @ 0.69%

OUTLET IE=185.80 15 LF 12" HDPE STORM @ 0.00%

12" C.I.

CORE-DRILL NEW CONNECTION TO EXISTING MANHOLE. FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION RIM=190.17 EX. IE=183.75 (ASSUMED) PROP. IE=184.25 *IF MANHOLE IS BRICK, RECONSTRUCTION MAY BE REQUIRED PER DETAIL ON C5.0

CB/ACCESS RISER 40 RIM=192.35 CONNECT DIRECTLY TO INFILTRATION BASIN 2 UNDERGROUND 48" PERF. CMP INFILTRATION SYSTEM 41'x12' FOOTPRINT w/ SOLID BAFFLE SECTIONS (SEE SHOP DWGs) 12" SIDE & END STONE 24" STONE SEPARATION 6" STONE COVER 6" STONE BASE BOT STONE=185.30 IE CHAMBERS=185.80 TOP CHAMBERS=189.80 TOP STONE=190.30 54" RCP 100-YR HWL=188.75

CB 52 NYLOPLAST STRUCTURE RIM=192.35 IE=187.79

CB 51 NYLOPLAST STRUCTURE RIM=192.35 IE=187.51 SUMP IE=183.51 12" C.I.

PROJECT

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

.)

OS 10A RIM=193.00 IE(W)=185.60 WEIR WALL 4" ORIFICE IE=186.70 6" ORIFICE IE=188.20 TOP WEIR=189.00

56 LF 12" HDPE STORM @ 0.50%

Sewer serv ice(Rec

22 LF 12" HDPE STORM @ 0.50%

41 LF 12" HDPE STORM @ 0.50%

ec.)

INLET IE=187.30

service(R

12" C.I.

CLEANOUT, TYP. IE=188.02 COORDINATE DOWNSPOUT CONNECTION w/ ARCH. PROVIDE 6" SCH 40 PVC RISER w/ METAL GRATE TO ±9 DOWNSPOUT LOCATIONS, TYP.

ACCESS RISER, TYP. CB/ACCESS RISER 20 RIM=192.84 CONNECT DIRECTLY TO UNDERGROUND INFILTRATION SYSTEM

Sewer

68 LF 15" SCH 40 PVC STORM @ 1.53%

3 LF 12" SCH 40 PVC STORM @ 2.00% MH 60 NYLOPLAST STRUCTURE RIM=193.75 IE (N)=187.06 IE (E/W)=187.26

Sewer servi ce(Rec.)

IP

6"x8" SCH 40 TEE, TYP.

12 LF 15" HDPE STORM @ 2.00%

26 LF 12" HDPE STORM @ 0.50%

Sewer servi ce(Rec.)

D

18" RCP

"

CB 50 NYLOPLAST STRUCTURE RIM=193.10 IE=187.43 SUMP IE=183.43 OS 10 RIM=192.00 IE(N/E)=185.49 IE(S)=185.29

113 LF 10" SCH 40 PVC STORM @ 1.00% ACCESS RISER, TYP. DRAWDOWN RISER & WEIR TOP=187.30

INLET IE=187.30

10

INLET IE=187.00

76 LF 10" SCH 40 PVC STORM @ 1.00%

CLEANOUT, TYP. IE=188.39

2-

WEIR & DRAWDOWN TOP=187.60, TYP.

CBMH 30 NYLOPLAST STRUCTURE RIM=192.77 IE=187.24 SUMP IE=183.24

MOHAGEN HANSEN ARCHITECTURE

INLET IE=187.00

DRAWDOWN RISER, TYP. OS 11 RIM=195.50 IE=185.90 WEIR WALL 4" ORIFICE IE=187.10 8" ORIFICE IE=188.95 TOP WEIR=190.00

INLET IE=188.92

1000 TWELVE OAKS CENTER DRIVE, SUITE 200, ST PAUL, MN 55391

18" RCP

21 LF 12" HDPE STORM @ 0.00%

2097-2115 MARSHALL AVE ST. PAUL, MN 55104

INFILTRATION BASIN 1 54" PERF. CMP 186.50'x13.25' FOOTPRINT w/ SOLID BAFFLE SECTIONS (SEE SHOP DWGs) 12" SIDE & END STONE 27" STONE SEPARATION 6" STONE COVER 6" STONE BASE STUB BUILDING BOT STONE=185.40 STORM TO 5' FROM IE CHAMBERS=185.90 BUILDING TOP CHAMBERS=190.40 IE @ STUB=189.00 TOP STONE=190.90 COORD. w/ MECH 100-YR HWL=190.19 4 LF 10" SCH 40 PVC STORM @ 2.00%

MARSHALL AND FINN APARTMENTS

90 LF 12" HDPE STORM @ 11.37%

DATE

Matthew R. Pavek 07/07/2020 LICENSE NO. 44263

ISSUE/SUBMITTAL SUMMARY DATE DESCRIPTION 03/13/2020 CITY SUBMITTAL 06/03/2020 CITY RESUBMITTAL 06/17/2020 PRICING SET 07/07/2020

WATERSHED RESUBMITTAL

. . . .

UTILITY LEGEND:

. . . . . . . . . . . . . . . . . . . . . . . . . . . .

REVIEWED BY: MP DRAWN BY:KW PROJECT NUMBER: 20025

REVISION SUMMARY DATE DESCRIPTION . . . . . .

CIVIL SITE GROUP ASSUMED DATUM:

. . . . . .

UTILITY PLAN STORM R

Know what's

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C4.1 c COPYRIGHT 2020 CIVIL SITE GROUP INC.

July 22, 2020 Board Workshop V. Action Item A) Approve Minutes of July 8, 2020 Board Workshop (Sylvander)

Board Workshop of the Capitol Region Watershed District (CRWD) Board of Managers, for Wednesday, July 8, 2020, 5:00 p.m. (Board Workshop) via telephone and/or the web-based application Go To Meeting.

BOARD WORKSHOP MINUTES I.

A)

Call to Order of Board Workshop (President Joe Collins)

Managers Joe Collins, remote Seitu Jones, remote Shawn Murphy, remote Rick Sanders, remote Mary Texer, remote

B)

Staff Present Public Attendees Mark Doneux, CRWD Anna Eleria, CRWD, remote Bob Fossum, CRWD, remote Forrest Kelley, CRWD, remote Michelle Sylvander, CRWD, remote James Mogen, Ramsey County Attorney, remote Mary Haasl, Law clerk Ramsey County Law Clerk, remote

Review, Amendments and Approval of the Agenda.

Motion 20-121: Approve the Agenda of July 8, 2020.

Murphy/Sanders Unanimously Approved II.

Review of 2021 Budget (Mark Doneux)

Administrator Doneux reviewed that each year the Board of Managers must develop a work plan for the upcoming year and establish a budget and levy to accommodate the work plan. At the May 20, 2020 Board Meeting, staff provided an update to the Board about how capital improvement project expenditures and revenue may be adjusted based on current projections. At the June 3rd Board Workshop, staff reviewed the 2020 Budget, 2020 Revised Budget, the 2021 Budget per the WMP and the 2021 Preliminary Budget based on Division Manager Recommendations.

The 2021 budget process will be unique in that we are both transitioning from our 2010 Watershed Management Plan (WMP) approach and budgeting to the new 2020 WMP. Administrator Doneux added that CRWD will also be tracking the impacts of the COVID-19 pandemic and how it will affect the budget and revenue.

The focus of the workshop:

1) Review the 2021 Budget Goals, 2) Review the 2021-2023 Projected Capital Improvement Program Expenditures, and 3) Review and Comment on Preliminary 2021 Budget To support the 2021 budget process, Administrator Doneux updated the 2020-2021 Budget Comparison Summary that compares the current 2020 adopted budget, Revised 2020 Budget with the items identified in our new WMP for 2021 and our 2021 Budget Goals. Administrator Doneux included a table showing the 2021-2023 Projected Capital Improvement Program Expenditures. Finally, Administrator Doneux included a Preliminary 2021 Budget showing individual project budgets for 2021 expenditures. The Preliminary 2021 budget will be based on the items from WMP for 2021 but adjusted to reflect what programs and projects are expected to be implemented next year. Staff provided the detailed project budgets as well as the full revenue and levy summary.

Administrator Doneux shared that the district received 96% of the 1st half of levy payment. Because of COVID-19, Ramsey County provided 60-day extension for taxpayers. A supplementary payment is expected in the next 60 days.

Manager Texer and Manager Sanders both asked about priority levels of monitoring and database reporting being called critical vs. important. Administrator Doneux will adjust the priority level for monitoring and database reporting. No changes were made in education and outreach. A new category (222) named Facility Management was created for district owned facilities.

The City of St. Paul has requested funding for the former Ford site. A special report will be presented at the Board Meeting.

No action taken.

III.

Adjourn Board Workshop

Motion 20-122: Adjournment of the July 8, 2020 Review of the Preliminary 2021 Budget Workshop at 6:03P.M. Murphy/Sanders Unanimously Approved Respectfully submitted, Michelle Sylvander

July 22, 2020 Board Meeting V. Action Item A) Approve Minutes of July 8, 2020 Regular Board Meeting (Sylvander)

Regular Meeting of the Capitol Region Watershed District (CRWD) Board of Managers, for Wednesday, July 8, 2020, 6:00 p.m. (Regular Meeting) via telephone and/or the web-based application Go To Meeting.

REGULAR MEETING MINUTES I.

A)

Call to Order of Regular Meeting (President Joe Collins)

Managers Joe Collins, remote Seitu Jones, remote Shawn Murphy, remote Rick Sanders, remote Mary Texer, remote

B)

Staff Present Public Attendees Mark Doneux, CRWD Bob Simonet, CAC Anna Eleria, CRWD - remote Anne Gardner, City of St. Paul Bob Fossum, CRWD – remote Wes Sauder-Pearce, City of St. Paul Elizabeth Hosch, CRWD - remote Ellen Stewart Forrest Kelley, CRWD - remote Joe Sellner, CRWD - remote Michelle Sylvander, CRWD - remote James Mogen, Ramsey County Attorney, remote

Review, Amendments and Approval of the Agenda.

Motion 20-123: Approve the Agenda of July 8, 2020 with no changes.

Murphy/Sanders Unanimously Approved II.

Public Comment

No public Comments.

III.

Permit Applications and Program Updates A) 20-001 Dickerman Park – Extend Permit Review Period (Hosch)

The current review period for Permit 20-001 Dickerman Park Improvements expires on 7-8-2020. The applicant requested an additional extension to the 60-day review period prior to the expiration.

Motion 20-124: Approve 3rd 60-day review period extension for Permit 20-001 Dickerman Park Improvements to expire September 6, 2020.

Murphy/Sanders Unanimously Approved B) 20-013 Ford Site Stormwater Master Plan Mr. Kelley provided a review of the Ford Site Redevelopment of the former Twin Cities Ford Assembly Plant from an abandoned industrial parcel to a mixed-use commercial and residential neighborhood. Site redevelopment includes creating 36 commercial and residential blocks, roadways, bike paths, and several private open and public park spaces over approximately 122 acres. Permanent stormwater management consists of five subsurface storage areas with proprietary filtration units, five surface biofiltration basins with iron-enhanced sand media, two retention ponds, and one stormwater channel that has a rate control element.

Motion 20-125: Approve Permit 20-013 with 3 Conditions, and Direct Staff to Issue Permits 20-013A2013H per the Approved Ford Site Alternative Permitting Process.

Murphy/Sanders Unanimously Approved C) 20-017 Hamm’s Brewery Stormwater Improvements (Hosch) Ms. Hosch provided a review of the Hamm’s Brewery Stormwater Improvements. The applicant, City of St. Paul Department of Planning and Economic Development, will construct a new underground stormwater system and reconstruct the existing drive between 2 buildings. The path will be converted into a pedestrian walkway with vehicle access for deliveries.

Motion 20-126: Approve with 3 Conditions: 1. Clarify who will be responsible for long-term maintenance of the underground infiltration system.

CRWD understands that the City of St. Paul has a memorandum of agreement with CRWD for maintenance, but a maintenance agreement shall be provided and recorded with Ramsey County if long-term maintenance will be provided by a private entity.

2. Provide a copy of the NPDES permit.

3. Demonstrate that the proposed pretreatment design will not negatively impact the hydraulic function of the underground system: a. The 6-ft of 15” HDPE with an invert of 128.12’ connecting STMH-3 and the pretreatment row will always be full of water. b. The 26-ft of 15” PVC connecting CB-5 and STMH-3 will always be partially full of water.

Murphy/Sanders Unanimously Approved

IV.

Special Reports – Ford Site, MRB Crossing Funding Request (Fossum)

Mr. Fossum provided a review of how the District has been working with Ryan Companies and the City of St. Paul on various aspects of the design of the project over the past couple of years. Mr. Wes SaundersPearch along with Ms. Ellen Stewart and Ms. Anne Gardner provided a review of the request for funding for the Hidden Falls regional park area.

In April 2020, the City of St. Paul submitted a funding request for the water features and stormwater system on the Ford Site. In summary, the request included: 1. Ford Parkway Baseflow Groundwater Capture -- $200,000 2. Southern Stormwater Enhancements -- $595,000 3. Hidden Falls Regional Park Connection -- $1,500,000 (allowance) At the June 3, 2020 Board meeting, the Managers approved Ford Site funding to the City of St. Paul for elements #1--Ford Parkway Baseflow Groundwater Capture and #2--Southern Stormwater Enhancements from their 4/28/2020 funding request for an amount not to exceed $795,000. The Board further directed staff to develop a grant agreement with the City of St. Paul for subsequent Board approval.

During May and June, Item #3 (Hidden Falls Regional Park Connection) has been under further development and additional analysis of the feasibility and cost of this option. This option would connect the new stream feature on the Ford Site with the existing stream feature in Hidden Falls Regional Park by constructing a tunnel beneath Mississippi River Blvd. The City of St. Paul has submitted additional information and clarification on the funding request.

President Collins understands the need for a decision needs to be made quickly and shared concerns about not all the funding requests fitting into the vison and mission of CRWD in protecting water resources.

President Collins asked if the City of St. Paul consider a loan. Manager Jones asked Mr. Saunders-Pearce if there was a way to spread the funding out over a few years. Managers shared concerns regarding funding going towards items that do not support the vision of CRWD. Manager Jones asked for the costs of just the water feature. Manager Jones asked about alternative design plans. Manager Murphy asked about what funds would be cut in the 2021 budget to make funding available. Mr. Fossum added that additional conversations need to take place regarding amount of time to spread the funding out and amount of funding that CRWD could support. Manger Texer recommended a workshop for additional discussions and added that this request accounts for 17% of CRWD’s budget.

Ms. Ellen Stewart and City of St. Paul staff thanked the Board for their time and considerations. President Collins thanked the City of St. Paul staff. Administrator Doneux added that several reductions have been made to meet budget for 2021.

V.

Action Items A)

AR: Approve Minutes of the June 17, 2020 Regular Meeting (Sylvander)

Motion 20-127: Approve the Minutes of the June 17, 2020 Regular Meeting.

Murphy/Sanders Unanimously Approved VI.

Unfinished Business A)

COVID 19 Update (Doneux)

Administrator Doneux provided a review of changes made to the state COVID 19 plans to extend the work from home plan until September. Areas in the office have been added back into use provided they are cleaned after being used. Administrator Doneux added that there have been no issues yet. Additional use of District vehicles was added to the work plan. The office will remain closed to public and meetings will continue to be held remotely.

B)

Como Park BMPs Update (Kelley)

Mr. Kelley provided the Board of Managers with an update on the Como Park BMP’s. Rachel contracting has completed clearing and grubbing of the site. The security fence around zoo was taken down for a short period of time and always needs to remain up.

C)

Snelling Midway O & M (Kelley)

Mr. Kelley provided a review of the Snelling Midway operations and maintenance. In early June, the City of St. Paul approved the maintenance plan. Harris has been working to return service to the system.

D)

Lake McCarrons Update (Sellner)

Mr. Sellner provided an update of the Lake McCarron’s water quality. The high geese population is causing water quality problems with E. coli bacteria. With the beaches being closed from COVID-19 the geese have been taking over beaches. Ramsey County has been taking the lead on goose control. The beaches reopened on July 2nd. Having more people occupy the beaches will help with the problem.

VII.

General Information A) Board of Manager’s Updates

At the June 25th Metro MAWD, discussions were to move the December conference to being online.

VIII. Next Meetings A) Wednesday, July 15, 2020 7:00 PM – CAC Meeting– Electronic Only Manager Mary Texer will attend B) Wednesday, July 22, 2020 6:00 PM- Regular Meeting – Electronic Only IX.

Adjournment

Motion 20-128: Adjournment of the July 8, 2020 Regular Board Meeting at 8:15 P.M.

Murphy/Sanders Unanimously approved by four out of five, Manager Jones has lost connection and was unable to confirm.

Respectfully submitted, Michelle Sylvander

July 22, 2020 Board Meeting V. Action Items – B) Accounts Payable & Budget Update (Sylvander)

DATE: July 17, 2020 TO: CRWD Board of Managers FROM: Michelle Sylvander, Office Manager RE: June 2020 Accounts Payable/Receivable and Administrative/Program Budget Report _________________________________________________________________________________

Enclosed are the Accounts Payable/Receivable and the Administrative/Program Budget Reports for the Month of June 2020.

Summary of Budget Report: (June Only Expenses) Administrative Budget (100’s) Program Budget (200’s) Project Budget (300’s) Capital Improvement Budget (400’s) Debt Service (500’s)

$ $ $ $ $

126,363.95 146,909.90 58,891.30 266,726.75 950.00

TOTAL

$

599,841.90

Summary of Accounts Payable/Receivable Report through June 30, 2020: (Past, present and future months) (June 2020 Only)

Accounts Payable Accounts Receivable

$ $

744,457.23 43,574.16

Request Action Approve June 2020 Accounts Payable/Receivable and Budget Report and direct Board Treasurer and President to endorse and disperse checks for these payments. enc:

June 2020 Accounts Payable June 2020 Budget Report

2020 Operations and CIP Monthly YTD Expenditures to Budget $8,000,000 $7,000,000 $6,000,000 $5,000,000 $4,000,000 $3,000,000 $2,000,000 $1,000,000 $Jan

Feb

March

April

May

Jun

July

August

Sept

Oct

2020 Operations Budget

Operations Cumulative Expenditures

2020 CIP Budget

CIP Cumulative Expenditures

W:\02 Budget and Finance\Board Memos\Board Memos 2020\BD Memo AP Budget Report 0007222020.docx

Nov

Dec

Capitol Region Watershed District

Check Register For the Period From July 1, 2020 - July 31, 2020

Date 06/23/20 06/23/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20

Payee Steve Loveless - VOID League of Minnesota Cities 3Play Media, Inc. Anchor Solar Investments, LLC Applied Ecological Services, Inc. Ashley Pethan Barr Engineering Bond Trust Services Corporation Central Baptist Church Cinch Web Services Colonial Life Dan Zielske Dave Crawford ESRI, Inc. Floyd Total Security Forrest J. Kelley Fortin Consulting, Inc. Fresh Color Press Goliath Hydro-Vac, Inc. Gopher State One Hansen Thorp Pellinen Olson, Inc. Hansen Thorp Pellinen Olson, Inc. Harris HealthPartners Hmong College Prep Academy Holiday Fleet Houston Engineering, Inc. Impressive Print Inhabit Landscapes In-Situ Inc. Intereum Jacque Finley & Sarah Hobbie Janice Benson Joseph Collins Limno Tech Lisa Edstrom Lydia Erce Margaret Knott Mary Texer McCaren Designs, Inc. Mennards MetLife Metropolitan Council MSC Industrial Supply Nelson Cheese & Deli Northern Battery Onset Outdoor Lab Ox Blue Pioneer Press

Total

Check #

Description

($750.00) 20693V Well-Sealing - VOID 37,134.00 20703 Annual Insurance 10.17 20704 Rivers Beneath the City Connection 165.43 20705 Solar Leasing 5,637.50 20706 Restoration Plan 851.00 20707 BMP at 714 Dayton Ave. 10,166.38 20708 June Engineering Expense 950.00 20709 Fee-Bond Series Payments 20,000.00 20710 BMP at 400 No. Roy St. 138.06 20711 Website Maintenance 878.62 20712 Employee Benefits 350.00 20713 Raingarden at 1457 Sheldon 887.00 20714 BMP at 1520 Lexington Ave. 708.00 20715 ArcGIS Online Field Worker 399.14 20716 Security Camera Rental 1,440.00 20717 Office Cleaning 400.00 20718 2020 Salt Symposium 450.00 20719 SPS Rain Garden Projects 6,850.00 20720 Vac Truck Services 45.90 20721 E-Mail Tickets 3,274.75 20722 Professional Services 2,463.00 20723 Professional Services 14,801.27 20724 Maintenance Parts 29,130.28 20725 Employee Benefits 29,445.00 20726 Surety Return 183.75 20727 Fuel for Vehicle 52,665.95 20728 June Engineering Expense 135.00 20729 Envelopes/New Address 6,834.29 20730 May Maintenance 675.00 20731 Evaluation/Calibration 425.32 20732 LED Lights 350.00 20733 Raingarden at 1453 Sheldon 750.00 20734 Well-Sealing 2,422.61 20735 Manager Per Diem/Expense 3,887.36 20736 Alum Treatment 750.00 20737 Well-Sealing 750.00 20738 Well-Sealing 750.00 20739 Well-Sealing 1,500.00 20740 Manager Per Diem/Expense 555.28 20741 Monthly Horticulture Services 117.63 20742 Supplies 987.99 20743 Employee Benefits 15,142.25 20744 Lab Analysis 189.78 20745 Supplies 192.42 20746 Boxed Lunches 1,491.84 20747 Supplies 109.00 20748 HOBO Water Level 11,778.00 20749 Burns Avenue Raingarden 6,589.49 20750 Como Stormwater Project 1,450.60 20751 Watershed Mgmt. Plan/Legal Notices

Page 1 of 2

Capitol Region Watershed District

Check Register For the Period From July 1, 2020 - July 31, 2020

Date 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20 07/22/20

Payee Pitney Bowes - Reserve Account Ramsey County - Attorney Redpath & Company, Ltd. Rick Sanders Rollin Gates Rymark S.M. Hentges & Sons, Inc. Sara Wait Semple Excavating & Trucking, Inc. Shawn Murphy SRF Consulting, Inc. SRF Consulting, Inc. St. Paul Regional Water Services Staples Business Advantage Steve Loveless Summit Companies Syscon, Inc. Total Tool Viking Industrial Walters Water Environmental Federation Wenck Associates, Inc. Xcel Energy Xcel Energy Xcel Energy Xcel Energy Xcel Energy Xcel Energy US Bank SUB-TOTAL: JUNE A/P

Total

Check #

300.00 3,910.00 5,600.00 1,912.95 750.00 3,110.00 179,308.46 478.55 3,952.00 875.00 11,211.81 3,097.29 203.19 71.47 750.00 437.90 553.75 1,465.53 326.88 110.71 2,500.00 12,505.37 996.79 552.43 22.15 20.64 1,291.75 341.60 315.49

20752 20753 20754 20755 20756 20757 20758 20759 20760 20761 20762 20763 20764 20765 20766 20767 20768 20769 20770 20771 20772 20773 20774 20775 20776 20777 20778 20779 20780

Description Postage Refill Attorney Fees June Accounting Manager Per Diem/Expense Well-Sealing Managed Services Parkview Center School BMP at 1488 Alameda St. Compass Point Path Project Manager Per Diem/Expense Stormwater Feasibility Study Parkview Center School Water Services Office Supplies Well-Sealing - Re-Issue Extinguishers Sage Support Jobmaster Chest Supplies Trash/Recycling WEF Stormwater Institute Subscription Inspections/Permit Program Gas & Electrical Services Electrical Electrical Services Electrical Services-Kittson St. Gas & Electrical Services Electrical Monthly Credit Card

$513,480.77

WIRE TRANSFERS: 07/22/20 Ehlers & Associates, Inc. 07/22/20 Ehlers & Associates, Inc. 07/22/20 Ehlers & Associates, Inc.

$14,600.00 27,018.75 38,586.00

SUB-TOTAL: WIRE TRANSFERS:

$80,204.75

JUNE PAYROLL/BENEFITS:

150,771.71

JUNE TOTAL:

Bond Interest - Series 2007A Bond Interest - Series 2013A Bond Interest - Series 2018A

$744,457.23

APPROVED FOR PAYMENT:

7/22/2020

JUNE, 2020 RECEIPTS Ford Wetland Tumble Fresh Coin Op. Loretta Koch Mike MacDonald David Palm Erik Halland 4M Fund-General 4M Fund-Bonds

$37,986.00 4,100.00 485.78 228.03 228.03 376.96 114.91 54.45

JUNE RECEIPTS:

$43,574.16

Page 2 of 2

Surety Surety Stewardship Grant Stewardship Grant Stewardship Grant Stewardship Grant June Interest - General June Interest - Bonds

Capitol Region Watershed District June 30, 2020 Comparison

Check Register Totals Accounts Payable Checks

$513,480.77

Wire Transfers

80,204.75

Payroll & Benefits

150,771.71

TOTAL:

$744,457.23

Pre-Paid Expenses:

($30,118.27)

Wire Transfer

($80,204.75)

Credit Card Refunds:

($4,847.31)

Surety Release:

($29,445.00)

JUNE ONLY:

$599,841.90

Pre-Paid Expenses: HealthPartners - Ck. #20725 MetLife - Ck. #20743

$29,130.28 987.99 $30,118.27

Ehlers & Associates, Inc.

$80,204.75

Pre-Paid Expenses:

Credit Card Refunds:

$4,847.31

Surety Release: Hmong College Prep Academy - Ck. #20726

Page 1 of 1

$29,445.00

CAPITOL REGION WATERSHE DISTRICT JOB COST RECAP FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020

19970 ‐ General Administration 20970 ‐ General Administration 20975 ‐ Aldine Operations 20976 ‐ 1736 Thomas Operations 19978 ‐ MAWD 17985 ‐ CRWD History Study 00000 ‐ Administration Allocation

JOB COST #/NAME

2020 ANNUAL BUDGET ‐ 722,700.00 64,000.00 55,800.00 5,000.00

TOTAL GENERAL ADMINISTRATION: 200 ‐ Administration 201 ‐ Groundwater 207 ‐ Rulemaking/Rule Revisions 208 ‐ Permitting 210 ‐ Stewardship Grants 211 ‐ Monitoring & Data Collection 220 ‐ Education & Outreach 225 ‐ Technical Resources & Information Sharing 228 ‐ Future Trends: Research and Positioning 230 ‐ Geographic Informatin Systems (GIS) 240 ‐ Safety Program TOTAL PROGRAMS: 300 ‐ Administration 301 ‐ Shoreline & Streambank Maintenance 305 ‐ Como Lake Subwatershed 310 ‐ Lake McCarron's Subwatershed 313 ‐ Loeb Lake Subwatershed 315 ‐ Trout Brook Subwatershed 317 ‐ Crosby Lake Subwatershed 330 ‐ Mississippi River Subwatershed 370 ‐ Watershed Management Plan 390 ‐ Special Projects & Grants TOTAL PROJECTS: TOTAL OPERATING FUND: 405 ‐ Como Lake BMP's 410 ‐ Lake McCarron's BMP's 413 ‐ Loeb Lake BMP's 415 ‐ Trout Brook BMP's 425 ‐ Wetland, Stream & Ecosystem Restoration 430 ‐ Mississippi River Subwatersheds BMP's 440 ‐ Special Projects & Grants 450 ‐ Future Trends: Implementation TOTAL CAPITAL IMPROVEMENT: 14960 ‐ Debt & Loan Service 15 TOTAL DEBT SERVICES: TOTAL ALL FUNDS:

CURRENT MONTH EXPENDITURES ‐ 116,486.28 7,518.25 2,359.42 ‐ ‐ (357,670.00) ‐ $489,830.00 $126,363.95 236,062.00 ‐ 8,280.00 3,963.26 12,750.00 1,344.40 390,790.00 28,891.03 786,810.00 26,986.13 657,830.00 47,085.06 548,260.00 16,773.04 65,730.00 20,109.54 121,070.00 495.11 50,390.00 1,060.29 36,000.00 202.04 $2,913,972.00 $146,909.90 121,608.00 ‐ 8,000.00 6,499.50 113,540.00 6,317.44 68,720.00 ‐ 49,880.00 ‐ 410,360.00 4,643.63 28,860.00 1,798.50 385,120.00 22,632.82 155,510.00 2,012.82 99,050.00 14,986.59 $1,440,648.00 $58,891.30 $4,844,450.00 $332,165.15 1,447,610.00 55,295.17 755,540.00 194,674.46 13,540.00 5,769.62 566,250.00 77.28 30,000.00 ‐ 1,344,650.00 10,260.15 1,677,700.00 378.09 50,000.00 271.98 $5,885,290.00 $266,726.75 1,057,243.00 950.00 $1,057,243.00 950.00

YEAR‐TO‐DATE EXPENDITURES 17,985.91 561,575.20 36,167.38 6,344.16 1,953.23 7,000.00 ‐ $631,025.88 31.00

8,913.33 25,065.80 172,688.03 114,315.18 238,734.90 131,340.81 27,168.47 29,164.23 5,395.85 11,808.03 $764,625.63 ‐ 30,786.35 42,669.47 23,340.51 71.08

51,286.01 3,442.91 67,027.82 89,682.17 51,036.97 $359,343.29 $1,754,994.80 319,277.44 232,993.06 15,134.59 136.73 330,000.00 74,507.20 9,744.65 5,284.44 $987,078.11 801,500.47 $801,500.47

BALANCE OF BUDGET REMAINING (17,985.91) 161,124.80 27,832.62 49,455.84 3,046.77 (7,000.00) (357,670.00) ($141,195.88) 236,031.00 (633.33) (12,315.80) 218,101.97 672,494.82 419,095.10 416,919.19 38,561.53 91,905.77 44,994.15 24,191.97 $2,149,346.37 121,608.00 (22,786.35) 70,870.53 45,379.49 49,808.92 359,073.99 25,417.09 318,092.18 65,827.83 48,013.03 $1,081,304.71 $3,089,455.20 1,128,332.56 522,546.94 (1,594.59) 566,113.27 (300,000.00) 1,270,142.80 1,667,955.35 44,715.56 $4,898,211.89 255,742.53 $255,742.53

% OF BUDGET EXPENDED ‐‐‐ 77.71% 56.51% 11.37% 39.06% ‐‐‐ 0.00% 128.83% 0.01% 107.65% 196.59% 44.19% 14.53% 36.29% 23.96% 41.33% 24.09% 10.71% 32.80% 26.24% 0.00% 384.83% 37.58% 33.96% 0.14% 12.50% 11.93% 17.40% 57.67% 51.53% 24.94% 36.23% 22.06% 30.84% 111.78% 0.02% 1100.00% 5.54% 0.58% 10.57% 16.77% 75.81% 75.81%

$11,786,983.00

$599,841.90

$3,543,573.38

$8,243,409.62

30.06%

Fund Balance FUND BALANCES @ 12/31/19 Operations 1,891,112.34 Capital Improvement 3,078,008.95 Debt Service 186,690.88 Building/Bond Proceeds 1,685,217.80 TOTAL FUND BALANCE: $6,841,029.97

2020 Fund Transfers ‐ ‐ ‐ ‐ $0.00

Year‐to‐Date Revenue 21,722.04 1,408,930.04 ‐ ‐ $1,430,652.08

Year‐to‐Date Expenditures $1,754,994.80 987,078.11 801,500.47 ‐ $3,543,573.38

Fund Balance @ 06/30/20 157,839.58 3,499,860.88 (614,809.59) 1,685,217.80 $4,728,108.67

Page 1 of 7

CAPITOL REGION WATERSHE DISTRICT JOB COST DETAIL FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020

CURRENT MONTH EXPENDITURES ‐ 116,486.28 7,518.25 2,359.42 ‐ ‐ (357,670.00) ‐ $126,363.95 TOTAL GENERAL ADMINISTRATION: $489,830.00 20000 ‐ Administration Allocation 236,062.00 ‐ 19000 ‐ District Permit Program ‐ ‐ 20099 ‐ District Permit Program 191,540.00 11,343.73 20101 ‐ Permit Tracking & Database Management 14,850.00 ‐ 19102 ‐ Construction Inspection ‐ ‐ 20102 ‐ Construction Inspection 148,650.00 788.57 19103 ‐ Permit Closure & Post Construction Inspection/Maintenance ‐ ‐ 20103 ‐ Closure & Post Construction Inspection 35,750.00 150.45 ‐‐‐‐‐‐‐‐‐ ‐ Permits ‐ 16,608.28 19120 ‐ Evaluate Rules/TAC Meetings ‐ ‐ 20120 ‐ Evaluate Rules/Hold TAC Meetings 12,750.00 1,344.40 19130 ‐ Groundwater Protection ‐ Well Sealing ‐ ‐ 20130 ‐ Groundwater Protection ‐ Well Sealing 8,280.00 3,963.26 18143 ‐ Stewardship Grants ‐ ‐ 19143 ‐ Stewardship Grants ‐ 746.75 20143 ‐ Stewardship Grants 432,450.00 24,439.07 19144 ‐ Partner Grants ‐ ‐ 20144 ‐ Partner Grants 130,200.00 622.26 20145 ‐ Inspiring Communities Program 20,540.00 ‐ 20146 ‐ SPS Rain Garden Projects 20,150.00 781.73 16147 ‐ TWP Blvd. Rain Gardens 183,470.00 396.32 19200 ‐ Baseline Monitoring & Data Collection ‐ ‐ 20200 ‐ Baseline Monitoring Data Collection 327,070.00 39,019.03 19205 ‐ Lake Monitoring & Data Collection ‐ ‐ 20205 ‐ Lake Monitoring & Data Collection 105,190.00 1,152.80 19210 ‐ Villa Park Monitoring & Data Collection ‐ ‐ 20210 ‐ Villa Park Monitoring & Data Collection 32,900.00 2,390.81 19215 ‐ Wetland Bio‐Monitoring ‐ ‐ 20215 ‐ Wetland Bio‐Monitoring 20,050.00 189.78 20220 ‐ WISKI Database Website 57,480.00 61.41 20225 ‐ Remote Data Access & Set Up 14,680.00 ‐ 19230 ‐ BMP Monitoring ‐ ‐ 20230 ‐ BMP Monitoring 50,050.00 4,271.23 15231 ‐ AHUG Exfiltration Monitoring 20,360.00 ‐ 17232 ‐ Midway Office WH Monitoring 30,050.00 ‐ 19250 ‐ General Outreach & Communications ‐ ‐

19970 ‐ General Administration 20970 ‐ General Administration 20975 ‐ Aldine Operations 20976 ‐ 1736 Thomas Operations 20978 ‐ MAWD 17985 ‐ CRWD History Study 10000 ‐ Administration Allocation

JOB COST #/NAME

2020 ANNUAL BUDGET ‐ 722,700.00 64,000.00 55,800.00 5,000.00

YEAR‐TO‐DATE BALANCE OF EXPENDITURES BUDGET REMAINING 17,985.91 (17,985.91) 561,575.20 161,124.80 36,167.38 27,832.62 6,344.16 49,455.84 1,953.23 3,046.77 7,000.00 (7,000.00) ‐ (357,670.00) $631,025.88 ($141,195.88) 31.00 236,031.00 9,391.68 (9,391.68) 63,657.54 127,882.46 ‐ 14,850.00 76.18 (76.18) 3,738.39 144,911.61 479.66 (479.66) 2,099.91 33,650.09 93,244.67 (93,244.67) 2,802.98 (2,802.98) 22,262.82 (9,512.82) 2,267.25 (2,267.25) 6,646.08 1,633.92 206.07 (206.07) 16,992.59 (16,992.59) 68,832.37 363,617.63 983.80 (983.80) 15,189.10 115,010.90 ‐ 20,540.00 1,979.88 18,170.12 10,131.37 173,338.63 29,179.55 (29,179.55) 181,307.11 145,762.89 234.60 (234.60) 3,019.15 102,170.85 2,465.02 (2,465.02) 2,977.60 29,922.40 5,301.35 (5,301.35) 189.78 19,860.22 61.41 57,418.59 915.89 13,764.11 7,764.64 (7,764.64) 5,318.80 44,731.20 ‐ 20,360.00 ‐ 30,050.00 10,947.96 (10,947.96)

% OF BUDGET EXPENDED ‐‐‐ 77.71% 56.51% 11.37% 39.06% ‐‐‐ 0.00% 128.83% 0.01% ‐‐‐ 33.23% 0.00% ‐‐‐ 2.51% ‐‐‐ 5.87% ‐‐‐ ‐‐‐ 174.61% ‐‐‐ 80.27% ‐‐‐ ‐‐‐ 15.92% ‐‐‐ 11.67% 0.00% 9.83% 5.52% ‐‐‐ 55.43% ‐‐‐ 2.87% ‐‐‐ 9.05% ‐‐‐ 0.95% 0.11% 6.24% ‐‐‐ 10.63% 0.00% 0.00% ‐‐‐

Page 2 of 7

CAPITOL REGION WATERSHE DISTRICT JOB COST DETAIL FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020

JOB COST #/NAME 20250 ‐ General Outreach & Communications 20255 ‐ Leaf & Litter Clean Ups 20260 ‐ Municipal Training 19262 ‐ Youth Outreach 20262 ‐ Youth Outreach 20263 ‐ Communications Training 19265 ‐ Sponsorships & Partnerships 20265 ‐ Sponsorships & Partnerships 19268 ‐ Adopt A Drain 20268 ‐ Adopt A Drain 19270 ‐ Website & Social Media 20270 ‐ Website 19271 ‐ Master Water Stewards 20271 ‐ Master Water Stewards 17274 ‐ TWP Communications 19275 ‐ Events 20275 ‐ Events 16277 ‐ TWP ‐ Adopt a Drain 16278 ‐ TWP Leaf & Litter Clean Ups 19279 ‐ Social Media 20279 ‐ Social Media 20280 ‐ 595 Aldine Education & Outreach 19285 ‐ Awards & Recognition Programs 20285 ‐ Awards Program 20300 ‐ Plan Review & Tech Committee 19303 ‐ BMP Database Maintenance/Updates 20303 ‐ BMP Database 20330 ‐ District Research Program 19333 ‐ Public Art Program 20333 ‐ Public Art Program 20334 ‐ 595 Aldine Art 20335 ‐ Diversity & Inclusion 20336 ‐ Climate Change Impacts ‐ Research and Action 19370 ‐ GIS Program Development 20370 ‐ GIS Program Development 19390 ‐ Safety Training 20390 ‐ Safety Training 19395 ‐ Safety Program Updates/Audits 20395 ‐ Safety Program Updates/Audits 20396 ‐ Safety Equipment

2020 ANNUAL BUDGET 259,510.00 10,460.00 14,820.00 ‐ 10,870.00 10,070.00 ‐ 28,420.00 ‐ 18,530.00 ‐ 24,990.00 ‐ 30,840.00 7,140.00 ‐ 15,060.00 4,460.00 6,460.00 ‐ 7,530.00 85,000.00 ‐ 14,100.00 15,050.00 ‐ 50,680.00 50,850.00 ‐ 29,560.00 10,640.00 10,000.00 20,020.00 ‐ 50,390.00 ‐ 13,430.00 10,630.00 ‐ 11,940.00 TOTAL PROGRAMS: $2,913,972.00

CURRENT MONTH EXPENDITURES 14,264.67 ‐ ‐ ‐ ‐ ‐ ‐ 946.22 ‐ 172.85 ‐ 498.58 ‐ 727.90 ‐ ‐ 108.72 ‐ ‐ ‐ 54.10 ‐ ‐ ‐ 51.52 ‐ 20,058.02 ‐ ‐ 392.07 ‐ 103.04 ‐ ‐ 1,060.29 ‐ ‐ ‐ 103.04 99.00 $146,909.90

YEAR‐TO‐DATE BALANCE OF EXPENDITURES BUDGET REMAINING 75,089.57 184,420.43 103.29 10,356.71 ‐ 14,820.00 34.57 (34.57) 2,099.24 8,770.76 ‐ 10,070.00 189.93 (189.93) 6,243.54 22,176.46 2,386.54 (2,386.54) 791.61 17,738.39 223.58 (223.58) 2,829.05 22,160.95 34.57 (34.57) 17,698.15 13,141.85 1,033.67 6,106.33 189.81 (189.81) 2,568.87 12,491.13 31.97 4,428.03 ‐ 6,460.00 99.15 (99.15) 1,847.65 5,682.35 ‐ 85,000.00 6,830.20 (6,830.20) 67.89 14,032.11 321.29 14,728.71 553.54 (553.54) 26,293.64 24,386.36 26,299.06 24,550.94 172.43 (172.43) 2,360.43 27,199.57 ‐ 10,640.00 332.31 9,667.69 ‐ 20,020.00 158.29 (158.29) 5,237.56 45,152.44 108.47 (108.47) 4,068.95 9,361.05 211.31 10,418.69 5,193.29 (5,193.29) 2,226.01 9,713.99 764,625.63 $2,149,346.37

% OF BUDGET EXPENDED 28.94% 0.99% 0.00% ‐‐‐ 19.31% 0.00% ‐‐‐ 21.97% ‐‐‐ 4.27% ‐‐‐ 11.32% ‐‐‐ 57.39% 14.48% ‐‐‐ 17.06% 0.72% 0.00% ‐‐‐ 24.54% 0.00% ‐‐‐ 0.48% 2.13% ‐‐‐ 51.88% 51.72% ‐‐‐ 7.99% 0.00% 3.32% 0.00% ‐‐‐ 10.39% ‐‐‐ 30.30% 1.99% ‐‐‐ 18.64% 26.24%

Page 3 of 7

CAPITOL REGION WATERSHE DISTRICT JOB COST DETAIL FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020

JOB COST #/NAME 30000 ‐ Administration Allocation 20405 ‐ St. Paul Natural Resources Intern Program 19605 ‐ Lower Phalen Creek/Rush Line 19421 ‐ Como BMP Maintenance & Inspection 20421 ‐ Como BMP Maintenance 20424 ‐ Como Lake Aquatic Plant Management 20425 ‐ Como Pond Optic RTC O & M 18427 ‐ Como Lake Management Plan 20427 ‐ Como Lake Shoreline Management 19428 ‐ Como Lake Aquatic Plant Management 19470 ‐ AIS Management 18476 ‐ Upper Villa Maintenance 19476 ‐ Upper Villa Maintenance 19477 ‐ TWP ‐ Lake McCarron's Management Plan 20477 ‐ Parkview O & M 20478 ‐ Williams St. Pond O & M 20510 ‐ Willow Reserve Management 19550 ‐ Inspection & Annual Maintenance 20550 ‐ TBI Inspection and Maintenance 14552 ‐ TBI Easement Verification & Documentation 20560 ‐ TBI Subwatershed Study 20570 ‐ NPDES MS4 Stormwater Program 18575 ‐ Illicit Discharge Detection & Elimination Program 20575 ‐ Illicit Discharge Detection & Elimination 20620 ‐ Green Infrastructure for Innovation Districts 19621 ‐ Snelling Midway Redevelopment O & M 18622 ‐ Ford Site Planning 18623 ‐ Ford Site Area C 19624 ‐ Green Line BMP Maintenance 20624 ‐ Geenn Line BMP Maintenance 20625 ‐ Snelling Midway Site 19630 ‐ Gortner Avenue Feasility Study 19 19631 ‐ Highland Ravine Maintenance 20631 ‐ Highland Ravine BMP Maintenance 18650 ‐ 2020 Watershed Management Plan 19660 ‐ Special Grants ‐ Project Development 20660 ‐ Special Grants ‐ Project Development 19662 ‐ 1919 University Avenue 19665 ‐ Science Museum Feasibility

2020 ANNUAL BUDGET 121,608.00 8,000.00 ‐ ‐ 26,120.00 45,400.00 9,800.00 ‐ 32,220.00 ‐ 14,100.00 29,160.00 ‐ 10,700.00 9,800.00 4,960.00 49,880.00 ‐ 180,000.00 150,250.00 50,050.00 10,060.00 ‐ 20,000.00 75,070.00 49,570.00 150,900.00 31,300.00 ‐ 34,530.00 43,750.00 ‐ ‐ 28,860.00 155,510.00 ‐ 99,050.00 ‐ ‐ TOTAL PROJECTS: $1,440,648.00 TOTAL OPERATING FUND: $4,844,450.00

CURRENT MONTH EXPENDITURES ‐ ‐ 6,499.50 ‐ 6,317.44 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 3,988.50 ‐ ‐ 547.01 ‐ 108.12 ‐ 14,801.27 1,885.71 166.17 ‐ 5,411.40 368.27 ‐ ‐ 1,798.50 2,012.82 ‐ 14,728.59 ‐ 258.00 $58,891.30 $332,165.15

YEAR‐TO‐DATE BALANCE OF EXPENDITURES BUDGET REMAINING ‐ 121,608.00 ‐ 8,000.00 30,786.35 (30,786.35) 416.30 (416.30) 8,343.19 17,776.81 3,139.80 42,260.20 ‐ 9,800.00 2,866.13 (2,866.13) 469.27 31,750.73 27,434.78 (27,434.78) 46.05 14,053.95 ‐ 29,160.00 18.81 (18.81) 23,275.65 (12,575.65) ‐ 9,800.00 ‐ 4,960.00 71.08 49,808.92 1,898.49 (1,898.49) 47,109.00 132,891.00 ‐ 150,250.00 909.54 49,140.46 915.18 9,144.82 209.08 (209.08) 244.72 19,755.28 166.17 74,903.83 25,787.46 23,782.54 17,477.22 133,422.78 11,682.98 19,617.02 357.87 (357.87) 10,906.41 23,623.59 415.11 43,334.89 234.60 (234.60) 168.56 (168.56) 3,274.35 25,585.65 89,682.17 65,827.83 10,547.83 (10,547.83) 29,568.35 69,481.65 125.02 (125.02) 10,795.77 (10,795.77) 359,343.29 $1,081,304.71 $1,754,994.80 $3,089,455.20

% OF BUDGET EXPENDED 0.00% 0.00% ‐‐‐ ‐‐‐ 31.94% 6.92% 0.00% ‐‐‐ 1.46% ‐‐‐ 0.33% 0.00% ‐‐‐ 217.53% 0.00% 0.00% 0.14% ‐‐‐ 26.17% 0.00% 1.82% 9.10% ‐‐‐ 1.22% 0.22% 52.02% 11.58% 37.33% ‐‐‐ 31.59% 0.95% ‐‐‐ ‐‐‐ 11.35% 57.67% ‐‐‐ 29.85% ‐‐‐ ‐‐‐ 24.94% 36.23%

Page 4 of 7

CAPITOL REGION WATERSHE DISTRICT JOB COST DETAIL FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020

JOB COST #/NAME 20702 ‐ Como Lake BMP Engineering 19703 ‐ Como Lake In‐Lake Management 16705 ‐ TWP Como BMP McMurray 19706 ‐ Como Lake Alum Treatment 16720 ‐ Willow Reserve Restoration Project 16752 ‐ TWP ‐ McCarrons BMP ‐ Parkview 19790 ‐ Loeb Lake Shoreline Restoration 16815 ‐ TBI Repairs ‐ St. 0+00 ‐ 28+49 20820 ‐ TBI Repair ‐ Station 28+65 ‐ 50+72 19850 ‐ Land Conservation Funding 13852 ‐ Trout Brook Nature Sanctuary 16881 ‐ Green Line Redevelopment BMP's 16886 ‐ Lauderdale Subwatershed Stormwater Improvement Project 19889 ‐ Gortner Avenue Feasibility Study 19890 ‐ Midway Peace Park 20891 ‐ Ford Site 20892 ‐ Science Museum of Minnesota 19910 ‐ Special Grants 20913 ‐ Project Initiatives 16917 ‐ Swede Hollow Construction 16920 ‐ TWP Grant Administration 19925 ‐ Springboard for the Arts Headquarters 17929 ‐ Wilder Square Condo 16950 ‐ New Office Facility TOTAL CAPITAL IMPROVEMENT: 14960 ‐ Debt & Loan Service TOTAL DEBT SERVICES:

2020 ANNUAL BUDGET 149,840.00 357,550.00 940,220.00 ‐ ‐ 755,540.00 13,540.00 ‐ 566,250.00 30,000.00 ‐ 0.00 500,250.00 ‐ 20,000.00 749,600.00 74,800.00 402,900.00 1,270,000.00 ‐ 4,800.00 ‐ ‐ 50,000.00 $5,885,290.00 1,057,243.00 $1,057,243.00

CURRENT MONTH EXPENDITURES ‐ 1,769.84 41,964.15 11,561.18 5,769.62 194,674.46 ‐ ‐ 77.28 ‐ ‐ ‐ 9,515.98

TOTAL ALL FUNDS:

$11,786,983.00

$599,841.90

744.17 154.56 ‐ 223.53 ‐ ‐ ‐ ‐ ‐ 271.98 $266,726.75 950.00 950.00

YEAR‐TO‐DATE BALANCE OF EXPENDITURES BUDGET REMAINING ‐ 149,840.00 6,955.90 350,594.10 122,308.59 817,911.41 190,012.95 (190,012.95) 15,134.59 (15,134.59) 232,993.06 522,546.94 ‐ 13,540.00 59.45 (59.45) 77.28 566,172.72 ‐ 30,000.00 330,000.00 (330,000.00) 678.54 (678.54) 58,654.52 441,595.48 0.00 15,174.14 4,825.86 307.32 749,292.68 ‐ 74,800.00 8,175.42 394,724.58 ‐ 1,270,000.00 40.57 (40.57) 1,094.32 3,705.68 42.34 (42.34) 84.68 (84.68) 5,284.44 44,715.56 $987,078.11 $4,898,211.89 801,500.47 255,742.53 $801,500.47 $255,742.53 $3,543,573.38

$8,243,409.62

% OF BUDGET EXPENDED 0.00% 1.95% 13.01% ‐‐‐ ‐‐‐ 30.84% 0.00% ‐‐‐ 0.01% 0.00% ‐‐‐ ‐‐‐ 11.73% ‐‐‐ 75.87% 0.04% 0.00% 2.03% 0.00% ‐‐‐ 22.80% ‐‐‐ ‐‐‐ 10.57% 16.77% 75.81% 75.81% 30.06%

Page 5 of 7

CAPITOL REGION WATERSHED DISTRICT PERMITS FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020 PERMIT NUMBER 9017 9028 10009 11008 11014 11017 11029 12003 12017 12023 14018 14025 14026 14029 14034 14041 16012 16019 16020 16021 16024 16025 16028 16032 16033 17001 17002 17003 17008 17014 17015 17018 17022 17023 17024 18001 18002 18004 18007 18008 18009 18011 18012 18013

PERMIT NAME Knapp‐Raymond Gillette AACC Como Park HS Total Tool Supply AGAPE School Hmongtown Market Schmidt Brewery Cretin‐Derham Hall Cayuga Ford Site Demo Frogtown Farms E. 7th Mississippi Market Pleasant Ridge St. Agnes School East 7th Senior Apartments Higher Ground St. Paul Police Facility Roselawn Cemetary Dorothy Day Place 2300 Territorial Apartments Hmong Academy Expansion Snelling Midway Adams School SPJCC Addition AET Campus Expansion Horace Mann Elementary Highland Park Elementary Como Park Sr. High School SPA Expansion Residence Inn Grand Avenue Wheelock Dale Victoria Exchange Street Apartments Regions Birth Center Weyerhaeuser Apts.

St. Catherine Library Lot Sylvan Park Improvements Menards Trnasload Terminal Como Paving 2018 Woodlawn Jefferson Vomela Beacon Bluff Seal Island at Como Zoo Hendrickson Apartments Scheffer Community Center Beacon Bluff Opus

PERMITTING BUDGET ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

CURRENT MONTH EXPENDITURES

YEAR‐TO‐DATE EXPENDITURES

‐ 430.00 ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 109.28 ‐ ‐ ‐ 767.61 ‐ ‐ ‐ 165.00 ‐ ‐ ‐ ‐ ‐ ‐ 341.53 569.56 40.41 ‐ 81.96 ‐ ‐ ‐ 557.26 562.00 569.56 ‐

416.10 430.00 234.80 847.85 1,030.40 64.80 266.99 177.70 75.60 9,981.33 113.90 475.10 210.00 291.30 323.20 850.38 301.20 202.99 775.30 270.48 506.50 1,683.80 440.30 229.50 147.60 815.00 423.74 190.46 415.80 485.90 340.40 888.20 2,848.09 3,050.33 269.91 133.32 1,006.95 229.50 359.47 13.66 2,988.83 941.42 1,360.25 241.50

BALANCE OF PERMIT BUDGET REMAINING

% OF PERMIT BUDGET EXPENDED

‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

Page 6 of 7

CAPITOL REGION WATERSHED DISTRICT PERMITS FOR THE PERIOD JUNE 1, 2020 ‐ JUNE 30, 2020 PERMIT NUMBER 18014 18016 18017 18018 18020 18021 18022 18023 19004 19005 19006 19009 19010 19011 19012 19013 19014 19015 19016 19017 19020 19023 19024 19025 19026 19028 19029 19030 20001 20002 20003 20004 20005 20007 20008 20009 20010 20011 20013 20014 20015 20016 20017 20018

20000

PERMIT NAME

PERMITTING BUDGET ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

Morning Star O'Gara's Mixed Use Cathedral Hill Payne Building Development Albion Senior Community Parkview Filtration Surcharge Rivoli Phase III Roseville Aldi Wheelock 4, Western to Rice Midway Peace Park McCarrons Hill St. Thomas Iverson Center Raymond Station Summit Avenue Bridge Reconstruction UST 2nd Year Housing St. Paul Gateway Mixed Use 104 MRB Waterford Bay Dale Street Bridge Reconstruction Urban Academy Addition Harambee Elementary School Audit AgroPur 2019 Lexington Parkway Realingment Lower Landing Tumble Fresh Coin Operated Laundry Hidden Falls Flood Clean Up Como Avenue Trail Project Five Star Storage Dickerman Park Site Improvements Tedesco St. Paving Project SPPS Service Facility Addition Griggs‐Scheffer Street Project Washington Tech HS Field Improvement Xcel County Road B Tamarack Pathway Ford Site Redevelopment Enclave at McCarrons Lake Randolph Square ‐ Riverbend Business Ford Site Redevelopment Stormwater University & Dale Affordable Housing Ford Site Redevelopment Wetland Ayd Mill Road Hamm's Brewery 2227 University Mixed Use

Sub‐Total: Permits ‐ ‐ General Permitting TOTAL PERMITS: 191,540.00

CURRENT MONTH EXPENDITURES 557.26 ‐ 88.79 ‐ 88.79 40.98 2,286.38 27.32 56.96 54.64 37.28 57.14 40.98 620.76 ‐ 40.98 ‐ 94.71 245.87 95.62 355.14 ‐ 27.32 ‐ 99.00 90.65 ‐ ‐ ‐ 279.20 ‐ ‐ ‐ 13.34 13.66 404.01 29.99 27.32 4,233.04 ‐ 361.98 751.90 553.50 739.60

YEAR‐TO‐DATE EXPENDITURES 2,988.83 955.69 360.08 60.04 361.98 40.98 3,521.90 913.76 129.70 1,625.80 628.84 569.30 380.57 1,373.41 456.06 419.10 19.04 808.64 789.84 286.86 655.66 163.92 1,445.81 13.66 2,663.15 673.79 899.10 2,381.93 1,447.20 2,208.69 2,603.80 1,877.74 2,377.51 1,144.24 437.10 1,845.06 84.63 2,654.47 9,790.36 1,429.60 361.98 751.90 553.50 739.60

BALANCE OF PERMIT BUDGET REMAINING ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

% OF PERMIT BUDGET EXPENDED ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐

16,608.28 11,343.73 27,952.01

93,244.67 73,049.22 166,293.89

‐ ‐ $25,246.11

‐ ‐ 86.82%

Page 7 of 7

July 22, 2020 Board Meeting V. Action Item, C: Approve Grant to City of St. Paul for MRB Crossing DATE: TO: FROM: RE:

July 16, 2020 CRWD Board of Managers Bob Fossum, Division Manager Grant award to City of St. Paul for MRB Stream Crossing

Background The District has been working with Ryan Companies and the City of St. Paul on various aspects of the design of the project over the past couple of years. At the July 8, 2020 Board meeting the Managers reviewed the grant request from the City of St. Paul for the Hidden Falls Regional Park Connection for an amount of $1,500,000. City and District staff reviewed with the Managers a recently completed feasibility study that evaluated the costs and feasibility of 4 alternatives for creating a stream crossing of Mississippi River Blvd. at the southern end to the Ford Site. (Study is enclosed) Issues Since received the Mississippi River Blvd. Feasibility Study, staff have been analyzing the alternatives and considering funding options. Staff agree with the City that Alternative 2 is the preferred option for a crossing and recommend funding that alternative. The draft WMP allocated $1,030,000 for Ford Site, based on that guide, staff have evaluated the following options: Fund options Amount

Notes

Option 1

$

653,029

1/3 of $1,959,087 (full construction cost of Alternative 2, Phase 1)

Option 2

$

804,544

50% of $1,609,087 (remaining construction cost of Phase 1 after Ryan's credit)

Option 3

$

926,063

Items A1, G1, G3 (Water related items) from Alt. 2 Funding summary of Feasibility Study (pg. 4)

Option 4

$

979,543

50% of $1,959,087 (full construction cost of Alternative 2, Phase 1)

Option 5

$ 1,030,000

WMP 2021 Ford Site capital costs (Project #431B)

Option 6

$ 1,181,268

Water related items from Alt. 2 cost estimate detail of Feasibility Study (last 2 pgs.)

Option 7

$ 1,500,000

Full City of St. Paul funding request

Staff recommend funding Option 3. Staff will review the funding options with the Managers.

Requested Action Approve Grant Award to City of Saint Paul for Mississippi River Boulevard Stream Crossing, Alternative 2 for an amount not to exceed $926,063 and direct staff to develop a grant agreement with the City of St. Paul for subsequent Board approval. enc:

Email from W. Saunders-Pearce dated 7-1-2020 Mississippi River Blvd. Crossing Feasibility Study, dated 6-30-2020

W:\06 Projects\Ford Site\Grant Request\MRB Crossing Request\Brd Memo--Ford Funding Request 07-15-2020.docx

Our Mission is to protect, manage and improve the water resources of Capitol Region Watershed District

Bob Fossum From: Sent: To: Cc: Subject: Attachments:

Saunders-Pearce, Wes (CI-StPaul) <wes.saunders-pearce@ci.stpaul.mn.us> Wednesday, July 1, 2020 6:10 AM Bob Fossum Kuebler, David (CI-StPaul); Stewart, Ellen (CI-StPaul); Gardner, Anne (CI-StPaul); Nick Koch CRWD Board - Ford MRB connection - Preferred alternative MRB Crossing Feasibility Study.pdf

Bob,

As you may recall, in my April 28 letter requesting funding for Ford Site we identified an emerging opportunity for an enhanced water resource and public realm connection between the Ford Site and Hidden Falls Regional Park. The letter requested the CRWD Board consider a $1.5 million funding allowance for the opportunity based on a planning level cost analysis completed by Ryan Companies. The city rapidly completed a concept level feasibility study for this opportunity which included working with our development partner on a pricing exercise of the concepts. Please see the attached deliverable prepared by TKDA, dated June 30, 2020.

The city’s preferred alternative is concept #2 as illustrated in the study. Phase one of the preferred alternative provides a daylighted stream and trail connection under a bridge proposed for Mississippi River Boulevard, with plazas on either side of the bridge. Phase one reflects the scope of work contemplated within the April 28 letter. The second phase of the preferred alternative provides additional trail improvements within Hidden Falls Regional Park. The total estimated (concept) cost for the entire scope studied by TKDA is approximately $2,537,900. Phase one construction is estimated to cost approximately $1,959,100.

Conversations are in progress with Ryan Companies regarding phase one to clarify construction schedules, cost assumptions, and final design responsibilities. For its part the city can leverage $350,000 of anticipated infrastructure costs as a “credit” if a funding commitment is received in July from CRWD. If that occurs, phase one of the preferred alternative would reflect a total estimated (concept) cost of $1,609,100.

The City respectfully requests the CRWD Board to approve funding for the full allowance requested in the letter of April 28. An affirmative in this critical decision will allow the City to rapidly complete phase one final design and remain in synch with the development program to leverage $350,000 of anticipated work as credit. The City remains vigilant for supplemental funding sources since the concept pricing exceeds what is being requested from CRWD. To that end we would re‐assess the phase one pricing package upon completion of final design and make determinations about value engineering if necessary.

City staff and Ryan Companies both agree the preferred alternative is an outstanding enhancement and extremely worthwhile to pursue. We are grateful for your agency’s consideration of this significant funding request.

Kindly,

Wes Saunders‐Pearce Water Resource Coordinator | City of Saint Paul

1

Feasibility Study Mississippi River Boulevard Crossing Between Ford Site Redevelopment and Hidden Falls Regional Park

City of Saint Paul Parks and Recreation Design & Construction

Date: June 30, 2020 Project No. 17921.000

Feasibility Study for Mississippi River Boulevard Crossing Between Ford Site Redevelopment and Hidden Falls Regional Park City of Saint Paul Parks and Recreation Table of Contents 1. Study Narrative ................................................................................................2 pages 2. Design Criteria Matrix ...................................................................................... 1 page 3. Rendered Preferred Alternative Site Plan ......................................................... 1 page 4. Perspective Tunnel Rendering .......................................................................... 1 page 5. Alternatives Analysis Plan Set .......................................................................11 pages 6. Existing Conditions Photo Log .......................................................................13 pages 7. Precedent Imagery.........................................................................................11 pages 8. Existing Conditions Survey ............................................................................. 1 page 9. Cost Estimate from Ryan Companies ..............................................................2 pages

Feasibility Study for Mississippi River Boulevard Crossing Between Ford Site and Hidden Falls Regional Park City of Saint Paul Parks and Recreation June 30, 2020

NARRATIVE The Ford Site Redevelopment (Ford Site) anticipates Mississippi River Boulevard (MRB) excavation at Hidden Falls Regional Park (Hidden Falls) to install a new concrete drainage pipe conveying flows from the new upstream system and creek feature. The objective of this Feasibility Study is to leverage the need for a proposed excavation at MRB to evaluate possible infrastructure alternatives that achieve multiple benefits. The desired outcome is identification of feasible options for creating a connection from the Ford Site to Hidden Falls that enhances the public realm by continuing an open channel creek while facilitating safe and accessible pedestrian movement. The study boundaries are generally defined as starting with the Hidden Falls “headwaters,” also known as Park C, at the Ford Site and extending south across MRB to the outlet at Hidden Falls. The City of Saint Paul Parks and Recreation Division (City) received STAR grant funding for the study, which is not intended to meet Minnesota Statute 429 pertaining to special assessments.

A 3D scan of the existing Hidden Falls waterfall and surrounding area was performed in early May 2020 to gain a better understanding of the unique exposed bedrock wall faces, stacked limestone walls, and ledges. This 3D survey was used in conjunction with two 2D surveys - for the Ford development and for Hidden Falls Regional Park. The three surveys were spliced together giving preference to the 3D scan survey limits where any conflicts existed between the surveyed topography. The resulting spliced survey serves as the basis for this study.

TKDA visited the site to review the site survey of existing conditions in an effort to identify any major discrepancies. Documents prepared by others were also reviewed, including: 90% infrastructure plans for Ford Site Redevelopment, 30% plans for Park C, 90% stormwater management plan/report/model prepared by Barr Engineering, Hidden Falls Crosby Farm Master Plan prepared in 2019, Hidden Falls Water Resource Development Feasibility Study prepared by Inter-Fluve in 2014, and geotechnical report for borings that are immediately adjacent to the MRB crossing.

Based on this information, TKDA prepared four alternatives that provide varying levels of both drainage and pedestrian connectivity. These alternatives are defined in the attached plan set showing plan/profile/section views. Precedent imagery from similar projects are provided on the plan set, and as a separate attachment.

Alternative 1 – 12’ BEBO structure for stream-only conveyance a. Achieves stream channel daylighting without the pedestrian underpass.

Alternative 2 – 24’ CONSPAN precast bridge structure with open channel a) 150’ of additional daylighting of the creek and terraced retaining walls. b) Accessible 12’ wide trail and a meandering 4’ wide channel section. c) The alignment of the crossing follows the existing 48” culvert. d) Safety railing separates the trail from the channel. e) The CP rail drainage is intercepted upstream of the crossing.

Page 2 f) Decorative end treatments on each end of the precast bridge structure. g) A continuous cast-in-place sloped footing for the precast bridge structure.

Alternative 3 – 24’ CONSPAN precast bridge structure. a. Same as alternative 2, but without the 150’ of daylighting. Instead, flows are conveyed through a 48” storm sewer.

Alternative 4 – 16’ span x 12’ height box culvert a) Accommodates a 12’ wide trail with 10’ of vertical clearance b) A safety railing separates the trail from the channel. c) The alignment of the box culvert follows the proposed alignment of the 48” from the Barr Engineering design.

Hidden Falls South Connection – Boardwalk steel structure a) Included with alternatives 2, 3, and 4. b) Provides accessible connection to existing trail on south side of MRB. c) Connects to existing stairs down to Hidden Falls creek. d) Design based on precedent project located in Minneapolis. e) Reduces impacts to existing trees and vegetation compared to paved trail with walls. f) Accommodates bedrock ledges and steep existing side slopes.

Ryan Companies reviewed the alternatives and provided estimated costs for each, which are summarized in the table below. The costs for alternatives 2-4 include the Hidden Falls South boardwalk. Refer to the attached detailed cost breakdown for more information.

Alternative

Total Est. Cost Baseline Credit Adj. Est. Cost

1 Creek 12’ BEBO $ 1,410,661 $ 350,000 $ 1,060,661

2 Creek & Trail 24’ Conspan $ 2,537,909 $ 350,000 $ 2,187,909

3 Trail 24’ Conspan $ 2,201,390 $ 350,000 $ 1,851,390

4 Trail 16’ Box Culvert $ 2,125,406 $ 350,000 $ 1,775,406

Total Est. Cost A1 G1 G2 G3 X Y

$ 1,410,661 $ 230,806 $ 45,000 $ 339,217 $ 349,767 $ 353,585 $ 92,286

$ 2,537,909 $ 316,434 $ 90,000 $ 572,061 $ 564,629 $ 753,908 $ 240,877

$ 2,201,390 $ 215,508 $ 90,000 $ 392,752 $ 577,909 $ 706,359 $ 218,862

$ 2,125,406 $ 239,518 $ 90,000 $ 602,084 $ 284,367 $ 695,546 $ 213,891

A1 – Excavation, backfill, material sorting, temporary pumping and dewatering.

G1 – Clearing, demolition, helical piers, and boardwalk structure for south connection.

G2 – Paving, curb & gutter, sidewalk, retaining walls, stairs, lighting, fencing and plaza areas.

G3 – Tunnel structure, storm sewer, and creek channel.

X – General conditions, permitting, and construction contingency (10%).

Y – Construction overhead and profit.

Design Criteria Matrix

Quantitative

Feasibility Study for Mississippi River Boulevard Crossing Between Ford Site Redevelopment and Hidden Falls Regional Park City of Saint Paul Parks and Recreation 6.30.2020

Design Criteria

Alt. 1: Stream Crossing Only

Alt. 2: Conspan & Open Channel

Alt. 3: Conspan

Alt. 4: Box Culvert

Loading 10' Vertical Clearance Crossing Structure (accomodates vehicle)

X

X

X

X

X X X

X X X

X X X

X X X

X X X

X X X

X X

X X

X X

X X

X X

X X

X

X

X

X

X X X

X X X

X X X

X

X

X

X X X

X X

X X

Width Min. Pavement Section

Stream

Trail

Maintenance

User Experience

Design flow Scour prevention measures Matches prop. Channel section 10' min. width 1:20 Slope Equipment access Floatable Capture

Qualitative

X

Rest Areas/ Plaza Intuitive trail alignment/circulation Overlooks Safety (railings, sightlines) Visually integrated into natural setting

Aesthetics

X X X

Stream Morphology (natural/continuity) Use of existing stone walls Captures Views Visual connection between Regional Park and Ford Site

Ecology

Stream channel promotes ecological function Use of natural materials Preserves Natural Vegetation

Total Criteria Achieved

X

X X X

X X

X

X

11

22

18

18

Design Criteria Matrix Feasibility Study for Mississippi River Boulevard Crossing Between Ford Site Redevelopment and Hidden Falls Regional Park City of Saint Paul Parks and Recreation 6.30.2020

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

ALTERNATIVES ANALYSIS MISSISSIPPI RIVER BOULEVARD CROSSING BETWEEN FORD SITE REDEVELOPMENT AND HIDDEN FALLS REGIONAL PARK CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

INDEX 01 02 03 04 05 06 07 08 09 10 11

COVER EST. QUANTITIES ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 2 SECTIONS ALTERNATIVE 3 ALTERNATIVE 3 SECTIONS ALTERNATIVE 4 ALTERNATIVE 4 SECTIONS HIDDEN FALLS SOUTH DETAILS

FILENAME:

Jun 30, 2020 - 4:28pm

PLOT DATE:

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\01 TITLE.dwg

THIS PLAN CONTAINS 11 SHEETS

VICINITY MAP

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

COVER

DRAWING NO.

01

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY. Jun 30, 2020 - 4:28pm

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\02 EST. QUANTITIES.dwg FILENAME:

PLOT DATE:

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

EST. QUANTITIES

DRAWING NO.

02

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY. Jun 30, 2020 - 4:29pm

N

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\03 ALTERNATIVE 1.dwg FILENAME:

PLOT DATE:

TYPICAL SECTION

0

20

40 Feet

PROFILE

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

BEBO SPANDREL AND WING WALLS

BEBO ARCH END SECTIONS

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 1

DRAWING NO.

03

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY. Jun 30, 2020 - 4:30pm

N

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\04 ALTERNATIVE 2.dwg FILENAME:

PLOT DATE:

TYPICAL SECTION

0

20

40 Feet

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 2

DRAWING NO.

04

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

ALTERNATIVE 2 STATION 1+00 SECTION

EXPOSED BEDROCK RENDERING

FILENAME:

Jun 30, 2020 - 4:31pm

PLOT DATE:

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\05 ALTERNATIVE 2 SECTIONS.dwg

ALTERNATIVE 2 STATION 2+00 SECTION

ALTERNATIVE 2 STATION 2+75 SECTION 20' CONSPAN PRECEDENT IMAGE

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 2 SECTIONS

DRAWING NO.

05

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY. Jun 30, 2020 - 4:32pm

N

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\06 ALTERNATIVE 3.dwg FILENAME:

PLOT DATE:

TYPICAL SECTION

0

20

40 Feet

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 3

DRAWING NO.

06

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

ALTERNATIVE 3 STATION 1+00 SECTION

PRECEDENT IMAGE

FILENAME:

Jun 30, 2020 - 4:33pm

PLOT DATE:

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\07 ALTERNATIVE 3 SECTIONS.dwg

ALTERNATIVE 3 STATION 2+00 SECTION

ALTERNATIVE 3 STATION 2+75 SECTION 20' CONSPAN PRECEDENT IMAGE

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 3 SECTIONS

DRAWING NO.

07

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

FILENAME:

Jun 30, 2020 - 4:35pm

PLOT DATE:

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\08 ALTERNATIVE 4.dwg

(HI D HE DEN A F FE DWA ALLS A T 6.3 TUR ER E 9± AC )

N

TYPICAL SECTION

0

20

40 Feet

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 4

DRAWING NO.

08

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

ALTERNATIVE 4 STATION 2+00 SECTION

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\09 ALTERNATIVE 4 SECTIONS.dwg FILENAME:

PLOT DATE:

Jun 30, 2020 - 4:36pm

ALTERNATIVE 4 STATION 1+00 SECTION

CONCEPT RENDERING

ALTERNATIVE 4 STATION 3+00 SECTION

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

ALTERNATIVE 4 SECTIONS

DRAWING NO.

09

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY. Jun 30, 2020 - 4:37pm

N

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\10 HIDDEN FALLS SOUTH.dwg FILENAME:

PLOT DATE:

0

20

40 Feet

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

HIDDEN FALLS SOUTH

DRAWING NO.

10

1 0 BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

BOARDWALK RENDERINGS

BOARDWALK DETAILS - HIDDEN FALLS SOUTH

FILENAME:

Jun 30, 2020 - 4:38pm

PLOT DATE:

K:\n-z\StPaul-ParksRec\17921000\04_Production\01_CAD\02_Sheets\11 DETAILS.dwg

2'-6"

11"

1'-2"

2'-6"

2'-0"

2'-6"

5"

5'-0"

DESIGNED DRAWN CHECKED NO.

DATE

BY

DESCRIPTION OF REVISIONS

TYPICAL STREAM SECTION

TYPICAL LIGHT FIXTURES

BEBO/CONSPAN TYPICAL FOOTING DETAIL

FOR DISCUSSION ONLY NOT FOR CONSTRUCTION

444 Cedar Street, Suite 1500 Saint Paul, MN 55101 651.292.4400 tkda.com

PROJ. NO.

CITY OF SAINT PAUL PARKS & RECREATION DESIGN & CONSTRUCTION

MISSISSIPPI RIVER BLVD CROSSING

17921.000

DETAILS

DRAWING NO.

11

Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

Page 1 of 13

Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Feasibility Study - Mississippi River Boulevard Crossing

Project Site Photo Log - April 15, 2020

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Precedent Imagery Mississippi River Boulevard Crossing at Hidden Falls

Mississippi River Boulevard Crossing Precedent Imagery

Trout Brook Stream Saint Paul, MN

48â&#x20AC;&#x2122; Span BEBO Arch Precast Structure Mississippi River Boulevard Crossing Precedent Imagery

Bluff Creek, Chanhassen, MN

20â&#x20AC;&#x2122; Span Conspan Arch Precast Structure Pagosa Springs, CO

Mississippi River Boulevard Crossing Precedent Imagery

20â&#x20AC;&#x2122; Span Conspan Arch Precast Structure Castle Rock, CO

Mississippi River Boulevard Crossing Precedent Imagery

20â&#x20AC;&#x2122; Span Conspan Arch Precast Structure Thornton, CO

Mississippi River Boulevard Crossing Precedent Imagery

60â&#x20AC;&#x2122; Span Conspan Arch Precast Structure Denver, CO

Mississippi River Boulevard Crossing Precedent Imagery

36â&#x20AC;&#x2122; Span Conspan Arch Precast Structure Denver, CO

Mississippi River Boulevard Crossing Precedent Imagery

24â&#x20AC;&#x2122; Span Conspan Arch Precast Structure Missoula, MT

Mississippi River Boulevard Crossing Precedent Imagery

Mississippi River Boulevard Crossing Precedent Imagery

Pedestrian Underpass Box Culvert Portland River Trail, Portland, MI

Boardwalk, Minnehaha Parkway at Lyndale Avenue Minneapolis, MN Mississippi River Boulevard Crossing Precedent Imagery

Ford Site - Alternate MRB Crossing - Concept Pricing Saint Paul, MN Job #: 5069-xxx Alt #1 L4

Component Description

PRICE

u/m

QTY

Alt #2 Excluding Boardwalk QTY Cost

Cost

Alt #3 Excluding Boardwalk QTY Cost

Alt #4 Excluding Boardwalk QTY Cost

Hidden Falls South QTY Cost

Comments

$6.00

cy

1,377.33

$8,264

1,408.27

$8,450

622.22

$3,733

2,355.56

$14,133

$28.00

cy

2,325.96

$65,127

3,044.18

$85,237

1,244.44

$34,844

2,133.33

$59,733

Excavate for walls, creek channel and sidewalks on Park C. This is $0 the overburden which gets exported offsite as excess material.

Excavate for walls, creek channel and sidewalks on Park C. This is the limestone bedrock removal. Good material gets salvaged for stacked stone reuse. Weathered bedrock goes offsite as excess $0 material.

$6.00

cy

500.

$3,000

666.67

$4,000

666.67

$4,000

500.

$3,000

Excavate for tunnel in ROW and park space. This is the overburden below the street section. This will get exported offsite assuming it is $0 old material that isn't suitable for reuse per PW standards.

$28.00 $13.00 $18.00

cy cy cy

1,133.33 870.

2,915.12

$31,733 $11,310 $52,472

2,266.67 1,323.33 3,668.19

$63,467 $17,203 $66,027

2,266.67 1,323.33 2,342.22

$63,467 $17,203 $42,160

1,133.33 870.

3,835.56

$31,733 $11,310 $69,040

A1010.120 Sort Bedrock Material for Reuse as Limestone Wall & Creek Base Material A1010.120 Drain Tile

$250.00 $13.00

hr lf

40.

300.

$10,000 $3,900

50.

350.

$12,500 $4,550

30.

200.

$7,500 $2,600

30.

236.

$7,500 $3,068

A1010.150 Temporary Pumping of Ford Stormwater

$500.00

day

60.

$30,000

80.

$40,000

50.

$25,000

50.

$25,000

Excavate for tunnel in ROW and regional park. This the limestone bedrock removal. Good material will get salvaged for stacked stone $0 reuse. Remaining goes offsite as excess material. $0 Assumes backfilling around tunnel. $0 Export of unsuitable material offsite.

Assumes equipment sorting time to sort reusable limestone versus $0 excess. $0 Drain tile adjacent to select walls and tunnel structure.

This assumes laborer and equipment costs to pump stormwater that would naturally flow to Hidden Falls back into Ford site temp sediment basins. Ryan would either need to recirculate stormwater onsite during this construction or pump to an existing structure to $0 bypass final system during construction.

ls

1.

$15,000 $230,806 $230,806 $230,806

1.

$15,000 $316,434 $316,434 $316,434

1.

$15,000 $215,508 $215,508 $215,508

1.

$15,000 $239,518 $239,518 $239,518

This is for dewatering of new creek and tunnel structures assuming we need to collect and pump this water back onto Ford property to $0 clean the water before it discharges to Hidden Falls Regional Park. $0 $0 $0

$239,518

$0

A1010.100 Excavate for walls, creek channel and walks - Park C - overburden

A1010.110 Excavate for Walls & Creek Channel - bedrock

A1010.115 Excavate for Tunnel - Overburden

A1010.116 Excavate for Tunnel - Bedrock A1010.117 Backfill Tunnel System A1010.120 Export Unsuitable

A1010.150 Dewatering of new excavation

$15,000.00

$230,806

$316,434

$215,508

G1010.100 Clear & Grub Trees/ Demo Existing Utilies/ Demo Roadway

$30,000.00

ls

1.

$30,000

1.

$30,000

1.

$30,000

1.

$30,000

1.

G1010.125 Tree Protection/ SWPPP Implementation

$15,000.00

ls

1.

$15,000 $45,000

1.

$15,000 $45,000

1.

$15,000 $45,000

1.

$15,000 $45,000

1.

G1060.100 Helical Pier w/ Rock Anchors - assumes 12' spaceing G1060.110 Helical Pier Encasement

G1060.120 Board Walk Steel Structure, Handrails & Decking

$125.00

lf

$0

$0

$0

$0

875.

$75.00

sfwa

$0

$0

$0

$0

3,500.

$200.00

sf

G2010.115 Sand Subgrade G2010.130 Asphalt Paving-HD1-Roadways G2010.160 Curb & Gutter

$13.00 $45.00 $27.00

cy sy lf

G2030.135 G2030.210 G2030.210 G2030.220

$25.00 $11.00 $20.00 $35.00

sf sf sf sy

133.33

$3.00

sf

10,000.

$30,000

12,000.

$36,000

$1,000.00

ea

11.

$11,000 $41,000

31.

$31,000 $67,000

Plaza - Finish TBD Concrete Sidewalk - Stair Landings Concrete Sidewalk - Alt 4 Only - Box Culvert Bituminous Sidewalk Section

G2040.100 Planting/Irrigation Allowance

G2040.130 Replace Removed Trees

G2050.100 Demo Existing Hidden Falls Regional Park Creek

G2050.105 Retaining Wall #1 - Concrete G2050.115 Concrete Stairs

$26,200.00

$1,200.00

55.56 166.67 110.

$0 $0 $45,000 $722 $7,500 $2,970 $11,192 $0 $0 $0 $4,667 $4,667

74.07 222.22 150.

790.

304.

821.44

1.

$0 $0 $45,000 $963 $10,000 $4,050 $15,013 $19,750 $3,344 $0 $28,751 $51,845

$26,200

74.07 222.22 150.

867.

$0 $0 $45,000 $963 $10,000 $4,050 $15,013

55.56 177.78 140.

$0 $0 $45,000 $722 $8,000 $3,780 $12,502

$21,675 $0 $0 $10,819 $32,494

672.

125.

1,100.

408.33

$16,800 $1,375 $22,000 $14,292 $54,467

15,000.

$45,000

15,000.

$45,000

1,000.

31.

$31,000 $76,000

25.

$25,000 $70,000

40.

309.11

ls

1.

$26,200

1.

$26,200

1.

$26,200

cy

21.78

$26,133

21.78

$26,133

$0

$0

178.67

$26,800

$0

418.67

$62,800

sfwa

$35.00

sf

4,875.

$170,625

5,820.

$203,700

2,505.

$87,675

6,307.

$220,745

G2050.120 Rebuild Bedrock with stone cladding at falls

$20,000.00

ls

1.

1.

1.

$10,000 $123,875 $30,000 $5,000

.5

ls ls

$10,000 $292,833 $30,000 $5,000

.5

$30,000.00 $5,000.00

$20,000 $242,958 $30,000 $5,000

.5

G2060.190 Lighting Allowance G2060.220 Steel / Ornamental Fencing

$10,000 $319,745 $30,000 $5,000

1.

1.

Page 1 of 2

1.

1.

150.

1.

1.

Assumes entire section is boardwalk versus partial concrete.

Unsure how concrete sidewalk would be supported without retaining wall. Unit cost is based on budget received for Central Water Feature pedestrian bridge deck structure. This can be updated if $772,200 MPLS project unit cost information is available. $1,144,075 $1,189,075 $0 Replace sand section at MRB ROW. $0 Replace street section at MRB ROW $0 Replace curbs at MRB ROW $0 Assumes $25/SF for concrete unit pavers. Could adjust to $0 something less if desired. $1,650 6" unreinforced grey concrete panels. $0 Thickened grey concrete sidewalk in box culvert. $0 $1,650 $3/SF allowance added not knowing what scope is. Can be $3,000 adjusted as necessary.

Added $1,000 per tree to replace what was removed. Assumes larger trees planted. Could be reduced if smaller trees are $40,000 acceptable. $43,000

$0

$0

$150.00

G2050.115 Stacked Limestone Retaining Walls

3,861.

Lump sum to demo trees, demo existing utilities and demo street section. Assumes natural gas line is cut and capped by Xcel at not $30,000 cost per their franchise agreement with the City.

Temporary tree protection and extra SWPPP measures since we are $15,000 directly adjacent to the Regional Park. $45,000 Assumes 12' space with average height of 15ft to sound bedrock. If this moves forward, design team should engage a deep foundation $109,375 subcontractor to equipment access needs.

Assumes 12' spacing with 15ft average height. 12"x12" square $262,500 encasement assumed.

$0 108.

$16,200

$0

1.

Assumes hand demo to protect adjacent. Includes 4 laborers x 40 hrs x $70/hr plus $10k materials/equipment. Assumes 1 day scaffold setup and safety, 3 days hand demo and 1 day cleanup.

Assumes hand demo to limit risk of excessive damage.

This is the wall at the southern end of the creek at Park C. We are assuming this would be concrete to ensure a good seal between the end of creek and piping structure. Concerned with water migration and long term stability if this was left as stacked stone or weather limestone.

Concrete stairs at dimensions shown. Assumes thickened edge, not full frost footings. Grey concrete.

Assumes salvaged stacked limestone per detail. I am uncertain how fractured the top several feet are as we get closer to the regional park, so I assumed reconstructed stacked limestone in lieu of carved limestone.

A $20k allowance was added to clad the bedrock at the reconstructed falls itself. Its noted on plans, but uncertain what scope is.

$0 $16,200 $30,000 Lighting allowance. $0 Remove and reinstall existing fence.

Printed on: 6/11/2020 @ 8:32 AM

Ford Site - Alternate MRB Crossing - Concept Pricing Saint Paul, MN Job #: 5069-xxx Alt #1 L4

Component Description

G2060.225 Guard Rail G2060.295 Site Furnishings

PRICE

u/m

QTY

Cost

$40.00 $7,500.00

lf ls

110.

$1.00 $1.00 $700.00 $1.00

ls ls cy ea

G3030.190 Storm Sewer - 84" Diameter Drainage Structure

$10,000.00

ea

G3030.200 G3030.200 G3030.210 G3030.210 G3030.210 G3030.210 G3030.220

$20,000.00 $250.00 $5,000.00 $5,000.00 $28.00 $5.00 $15.00

G3030.150 G3030.160 G3030.170 G3030.180

Storm Sewer - DOBO Structure - Supply Storm Sewer - DOBO Structure - Installation Storm Sewer - DOBO Structure - Footing Storm Sewer JS-09- Skimmer Structure

Storm Sewer - New Drop Structure with Piping Storm Sewer 48" RCP Remove Existing RCP & Manhole Replace & Reroute Catchbasins Storm Piping Bedrock Removal Creek Synethic Liner Creek Sand Section

G3030.230 Creek Channel Rock Bottom G3030.330 Retention Skimmer & Rip-Rap

Alt #2 Excluding Boardwalk QTY Cost

Hidden Falls South QTY Cost

Comments

113.

1.

$4,520 $7,500 $47,020 $473,711

113.

1.

$4,520 $7,500 $47,020 $294,402

113.

1.

$4,520 $7,500 $47,020 $503,734

113,000.

100,000.

126.39 1.

$113,000 $100,000 $88,472 $1

204,000.

175,000.

162.5 1.

$204,000 $175,000 $113,750 $1

204,000.

175,000.

162.5 1.

$204,000 $175,000 $113,750 $1

90,000.

100,000.

1.

$90,000 $100,000 $0 $1

$0 $0 $0 $0

1.

$10,000

1.

$10,000

1.

$10,000

1.

$10,000

$0

ea lf ls ea cy sf cy

17. . .

80.59 4,128.

76.44

$0 $4,250 $0 $0 $2,257 $20,640 $1,147

1.

17. . .

80.59 4,807.

89.02

$20,000 $4,250 $0 $0 $2,257 $24,035 $1,335

1.

114. . .

540.44 1,440.

21.67

$20,000 $28,500 $0 $0 $15,132 $7,200 $325

193.

1.

2.

457.48 1,100.

20.37

$0 $48,250 $5,000 $10,000 $12,809 $5,500 $306

$0 $0 $0 $0 $0 $0 $0

$10,000.00

ls

1.

$10,000

1.

$10,000

.4

$4,000

.25

$2,500

$0

$1.00

ea

1.

$1 $349,767 $349,767 $733,985

1.

$1 $564,629 $564,629 $1,083,340

1.

$1 $577,909 $577,909 $917,311

1.

$1 $284,367 $284,367 $833,101

$0 $0 $0 $1,287,425

$1,072,619

$1,287,425

$150,000.00

ls

1.

$150,000 $150,000 $1,866 $1,866 $151,866 $126

X1090.125 Project Related Software

0.16%

%

1,166,528.74

X5010.115 Sitework (excav / fndtn / Landscape / paving / utilities) Terrorism / Flood Zone / Earthquake / Misc << click to open zone/tier details X5010.120 Non-Terrorism Zones X5010.121 Flood Zone 1 X5010.130 Liability Insurance & Added Performance Bond Costs

$0.043

yr

2,954.58

2.00% $0.070 2.05%

% yr %

125.57 8,113.73 1,350,150.46

$3 $568 $27,678 $28,374

X7010.100 Construction Contingency (means and methods) X7010.115 Inflation Adjustment

10.0% 3.0%

% %

1,211,747.92 1,211,747.92

$121,175 $36,352 $157,527

X8010.100 St. Paul. Permit Fee Structure effective 02/24/20 X8010.110 Plan Check / Review Fee X8010.120 MN State Surcharge effective 06/24/15 / updated 03/06/17

$1.00 65.0% $1.00

ls % ls

9,190.01 9,190.

653.78

$1,399,774

1.

1,692,466.33

5,075.26

$4 $790 $38,481 $39,490

1,682,769.23 1,682,769.23

$168,277 $50,483 $218,760

7.0%

%

1,318,376.05

$1,132,819

1.

1,369,691.54

5,096.55

$4 $654 $31,851 $32,726

1,393,698.09 1,393,698.09

$139,370 $41,811 $181,181

$11,715 $7,615 $870 $20,200

1.

1,296,903.54

3,061.46

$3 $623 $30,356 $31,112

1,328,509.44 1,328,509.44

$132,851 $39,855 $172,706

$10,166 $6,608 $737 $17,511

1.

1.

1,556,625.57

324.43

13.79 9,917.59 1,650,319.45

$31,112

$181,181 10,165.79 10,166.

737.31

$150,000 $150,000 $2,075 $2,075 $152,075 $130

130.11 8,898.73 1,480,777.48

$32,726

$218,760 11,715.22 11,715.

869.94

$150,000 $150,000 $2,192 $2,192 $152,192 $217

216.6 9,337.

1,553,706.29

$39,490

$157,527 $9,190 $5,974 $654 $15,817

$150,000 $150,000 $2,708 $2,708 $152,708 $216

215.7 11,280.47 1,877,105.51

$28,374

Y1010.105 Construction Overhead & Profit

Alt #4 Excluding Boardwalk QTY Cost

$4,400 $0 $39,400 $339,217

$964,791

X1010.002 General Conditions/Requirements (Costs / month)

Alt #3 Excluding Boardwalk QTY Cost

$9,816 $6,380 $707 $16,904

Lump sum allowance for items such as project management time, $75,000 field staff time, temp fencing, permits, sureties, etc. $75,000 $2,491 $2,491 $77,491 $14

$0 $694 $33,832 General Liability and Performance and Payment Bond $34,540 $148,005 Construction Contingency $44,402 Inflation assuming scope occurs in 2021. $192,407 $192,407

10,627.5 10,628.

776.83

$10,628 Estimated permit fees. $6,908 $777 $18,313

$15,817

$20,200

$17,511

$16,904

$18,313

$353,585

$431,158

$383,609

$372,796

$322,750

$1,318,376

$1,830,932

$1,516,428

$1,445,415

$1,610,175

$92,286 $92,286

1,830,931.83

$128,165 $128,165

1,516,427.84

$106,150 $106,150

1,445,415.4

$101,179 $101,179

1,610,175.02

$112,712 $112,712

$92,286

$128,165

$106,150

$101,179

$92,286

$128,165

$106,150

$101,179

$112,712

$1,410,662

$1,959,097

$1,622,578

$1,546,594

$1,722,887

Page 2 of 2

Contech supply only.

Bolander installation only.

Assumes pouring footings directly on bedrock.

Assumes this the existing skimmer at south end of Park C Assumes this is a new structure to connect CP Rail and neighborhood to the new channel.

New drop structure and piping for MRB catch basin. Added cost for bedrock removal for piping installation to new tunnel.

Assumes existing RCP, so no added cost.

Demo existing Remove, replace and reroute existing catch basins.

Added bedrock removal for new storm piping routing.

Synthetic liner per detail.

Sand section above liner.

Allowance to place unused limestone not needed for wall sections as creek bottom rock section.

Assumes this is an existing structure previously installed as part of Ford stormwater system.

$34,540 1,480,054.11 1,480,054.11

$172,706 9,815.88 9,816.

707.36

$0 Furnish and install new guard rail. $7,500 $37,500 $98,350

$112,712

July 22, 2020 VI. Unfinished Business C.) Public Art Program Update

DATE: TO: FROM: RE:

July 15, 2020 Board of Managers Lindsay Schwantes CRWD Public Art Program

Background In 2010, the Board of Managers approved engaging the services of Public Art Saint Paul and Christine Bauemler as CRWD Watershed Artist in Residence. As part of this initiative, a report was drafted called The Watershed Language of Art to help provide direction on how art can enhance the District’s mission.

Art and artistic consultation has since been integrated into many District projects and programs including the Green Line green infrastructure practices, Midway Peace Park and many elements in our new office as well as adding a Public Art Program to our annual budget.

Issues Staff are interested in evaluating how art has been successfully integrated into the work of the District since 2010 and providing direction on how best art can further our mission in the future. Staff will be conducting a facilitated Ripple Effect Mapping (REM) exercise of our Public Art Program. This exercise was suggested by CRWD Artist in Residence, Christine Baeumler who worked with Abby Gold to conduct REM for her Buzz Lab program at the Plains Art Museum in Fargo, ND. This method is also utilized for community development by the University of Minnesota Extension.

REM combines four evaluation methods — one-to-one interviews, group interviewing, mind mapping, and qualitative data analysis. REM is conducted in five steps: 1. Decide whether REM is right for a particular initiative. REM is best used to identify outcomes in interventions that have a goal beyond specific individual outcomes.

2. Schedule the event and invite participants. The REM process involves community or organization members who participated in a project, as well as sponsors or partners.

3. Conduct interviews using Appreciative Inquiry questions to start the group conversation.

Appreciative Inquiry is a group facilitation method that invites people to reflect on the positive aspects of a project. At the start of a REM session, participants pair up and interview each other about the ways their community was positively affected by a project.

These interviews serve as an ice-breaker to prepare participants for the group mapping session.

4. Hold a group mapping session. The core of a REM session involves group mapping — a process of brainstorming and recording the effects (the "ripples") of a project or program.

Groups can use either mind mapping software or notes taped to a wall. This process engages

the entire group and helps participants see connections among the effects they are describing. Participants also continue building personal relationships). A facilitator and a mapper co-lead the mapping session, which lasts from one to two hours. The resulting "mind map" visually depicts the effects of an intervention. For example, effects might include greater civic engagement, more public services, or new economic activity.

5. Clarify, code, and analyze data. After the session, the project leader reorganizes the mind map and collects additional details by interviewing other participants. Data produced in the mapping process can be downloaded into a spreadsheet and coded to represent the various project or program impacts. For community development programs, we often code things using the Community Capitals Framework.

Benefits of REM •

•

• •

It is simple and inexpensive. Mind-mapping software is available for low or no cost, and it is more efficient to gather participants together for one meeting than to conduct individual interviews.

It captures the impacts of complex work. The technique successfully documents both intended and unintended effects of a project or program. REM lets participants describe the connections they have built, as well as what the connections led to.

It is motivating and inspiring. Because REM engages both program participants and nonparticipant stakeholders, it creates positive energy for further local action.

It is an effective communication tool. The visual nature of ripple maps makes them ideal for sharing project or program impacts with stakeholders like funders or local officials. The depth and specificity of information captured in a ripple map also benefits communications .

We have adapted the REM process for a small group and an expedited timeline.

Artist in Residence, Christine Baeumler will use this exercise to draft a set of recommendations and guidance for enhancing the District’s Public Art Program and improving the integration of art into other projects and programs. Staff will present this at a future meeting for formal approval.

No action requested.

Board comments and feedback appreciated. No formal action is requested at this time.

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