HomeMy WebLinkAbout5G PLSLWD AgreementPhone 952.447.9800 / Fax 952.447.4245 / www.cityofpriorlake.com
4646 Dakota Street SE
Prior Lake, MN 55372
CITY COUNCIL AGENDA REPORT
MEETING DATE: AUGUST 22, 2016
AGENDA #:
PREPARED BY:
5G
PETE YOUNG, WATER RESOURCES ENGINEER
PRESENTED BY: PETE YOUNG
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION AUTHORIZING THE
EXECUTION OF AN AGREEMENT WITH THE PRIOR LAKE SPRING
LAKE WATERSHED DISTRICT FOR A COOPERATIVE WATER
QUALITY PROJECT
DISCUSSION: Introduction
The purpose of this agenda item is to authorize the Mayor and City
Manager to execute an Agreement for a Water Quality Project in
partnership with the Prior Lake-Spring Lake Watershed District (PLSLWD).
History
The City and the PLSLWD have partnered on numerous water quality
improvement projects over the years. The City and PLSLWD (along with
Scott County) entered into a cooperative agreement for the large wetland
restoration project at the intersection of County Roads 12 and 17 that
outlined property access rights, vegetation management obligations, and
final project acceptance terms. Smaller partnership projects between the
City and PLSLWD have not typically been covered by such an agreement.
The PLSLWD applied for and received a grant from the Minnesota
Pollution Control Agency (MPCA) to install Best Management Practices
(BMPs) as part of a targeted Lower Prior Lake water quality improvements
program. Working with City staff, PLSLWD identified BMP locations at
Indian Ridge Park and on City right-of-way at the intersection of Fairlawn
Shores Trail SE and 150th Street SE. PLSLWD then developed
construction plans for the project.
City staff approached PLSLWD with a request to enter into agreements for
all future partnership projects undertaken on property owned or otherwise
controlled by the City. Such agreements will identify the roles and
responsibilities of each party.
Current Circumstances
PLSLWD is proposing to move forward with plans to construct proposed
water quality improvement BMPs on City-controlled property (see attached
plans). City staff has reviewed and approves of the project plans. Both
project areas are relatively flat and consist of mowed turf grass. Under the
proposal these areas will be modified to accept stormwater runoff and filter
it through vegetated shallow depressions before discharging to the City’s
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storm sewer system and ultimately Lower Prior Lake. This method of
stormwater treatment is called bioretention.
While bioretention has been used on many past projects in the City,
ranging from small neighborhood raingardens to larger development-scale
treatment areas, past designs have led to an increased maintenance
burden for City Public Works staff. Many past projects rely on shredded
mulch and individual plants for final ground cover. Unless these projects
are weeded 2-4 times per year and re-mulched every 2-3 years, they can
become weedy and harm the public perception of water quality projects
even though they remain functional and continue to treat stormwater.
Public Works staff has received several complaints from residents
regarding these types of projects. City staff supports improving water
quality, and long-term vegetation maintenance costs must now be a
primary consideration when designing water quality improvement BMPs.
Maintenance during the BMP establishment phase must also be
considered.
The current BMP design, developed by PLSLWD with input from City staff,
addresses the City’s concerns with the establishment phase and long-term
maintenance. City Public Works staff currently mows the project areas
every 1-2 weeks during the growing season. Under the proposed
Agreement, PLSLWD will provide the first 2 years of maintenance, after
which the City will need to accept the project before taking over long-term
vegetation maintenance. Instead of mulch and individual plants, the
proposed design includes seed mixes that can be mowed, but less
frequently than the existing turf grass (once every 3-4 weeks). If the
Agreement is approved, the PLSLWD is proposing to start project
construction within the next 2 weeks with substantial completion by the end
of December 2016.
Conclusion
Staff is recommending approval of the Agreement. The Agreement
establishes a formal process for accepting and installing partnership water
quality BMP projects on City-controlled property. The Agreement form was
drafted and approved by the City’s attorney. The PLSLWD Board approved
the attached agreement at their August 9, 2016 meeting.
ISSUES: Completing formal agreements for water quality BMP projects will protect
the City from a legal standpoint and will also outline the short-term and
long-term maintenance responsibilities of each party.
The City has an obligation to protect and improve the water quality of our
water resources. Many water quality BMPs are implemented to satisfy
State or Total Maximum Daily Load (TMDL) mandates. From time to time
additional opportunities to implement water quality projects with our local
government partners become available. By entering into agreements and
taking advantage of these additional opportunities to enhance and protect
our water resources, the City positions itself as a leader in both water
quality and sustainable low-cost maintenance practices.
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FINANCIAL
IMPACT:
The City will not incur any costs to implement the project because the
PLSLWD proposes to implement and oversee the project using grant
funds. The City will realize a savings in maintenance costs during the two-
year project establishment phase (2017-2018 growing seasons) because
maintenance will be performed by PLSLWD’s contractor. Starting in 2019,
if the project is established to the City’s satisfaction, Public Works
maintenance crews will once again maintain the project area by mowing,
but the frequency of the mowing will be reduced from current mowing
practices. Therefore, the long-term maintenance costs for the project area
will be either tax-neutral or provide a small cost savings.
ALTERNATIVES: 1. Motion and a second as part of the consent agenda to approve the
resolution which authorizes the Mayor and City Manager to execute the
Agreement for a Water Quality Project.
2. Remove this item from the consent agenda for additional discussion.
RECOMMENDED
MOTION:
Alternative #1
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 16-xxx
A RESOLUTION AUTHORIZING THE MAYOR AND CITY MANAGER TO EXECUTE AN
AGREEMENT FOR A WATER QUALITY PROJECT
Motion By: Second By:
WHEREAS, The City supports efforts to protect and improve water quality through the
installation of Best Management Practices (BMPs); and
WHEREAS, The Prior Lake-Spring Lake Watershed District (PLSLWD) proposes to install
certain BMPs on City-controlled property; and
WHEREAS, BMPs require regular maintenance; and
WHEREAS, The City desires to enter into an agreement outlining the roles and responsibilities
of each party, including property access, project implementation, and short-term
and long-term maintenance responsibilities; and
WHEREAS, An “Agreement for Water Quality Project” was drafted and approved by the City
Attorney; and
WHEREAS, The PLSLWD Board approved entering into the Agreement on August 9, 2016; and
WHEREAS, The long-term annual maintenance costs incurred by the City within the project
area will be equal to or less than the current annual maintenance costs.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. The Mayor and City Manager are hereby authorized to execute the Agreement for Water
Quality Project.
PASSED AND ADOPTED THIS 22nd DAY OF AUGUST 2016
VOTE Hedberg Keeney McGuire Morton Thompson
Aye ☐ ☐ ☐ ☐ ☐
Nay ☐ ☐ ☐ ☐ ☐
Abstain ☐ ☐ ☐ ☐ ☐
Absent ☐ ☐ ☐ ☐ ☐
______________________________
Frank Boyles, City Manager
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Plot Date: 05/05/2016Drawing name: X:\Clients_WD\00758_PLSLWD\0096_Lower_Lake_Protection_CWP_Imp\09_GIMS_ProjectName\dwg\758-96_P-BASE_20160414.dwgXrefs:, xbase2, Under-drainValve_ValveBoxNODATE BYREVISION 5 6
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LEGENDFEATUREEXISTING PROPOSEDSILT FENCECONSTRUCTION FENCEDELINEATED WETLANDWATERLINE/SHORELINEOVERHEAD ELECTRIC LINESBURIED ELECTRIC LINESFIBER OPTIC LINESGAS LINESPIPELINEOVERHEAD TELEPHONEBURIED TELEPHONETELEPHONE MANHOLETELEPHONE CABLE PEDESTALOVERHEAD CABLE TVBURIED CABLE TVTV CABLE PEDESTALBARBED WIRE FENCECHAIN LINK FENCESTOCKADE/WOOD FENCEGUARD RAILCENTER LINE ROADWAYCENTER LINE RAILROADSANITARY SEWER LINESANITARY SEWER FORCEMAINSANITARY SEWER MANHOLESTORM SEWER LINESTORM SEWER CULVERTSTORM SEWER FORCEMAINSTORM SEWER MANHOLEWATERMAINWATERMAIN MANHOLEHYDRANTWATER VALVE SFSFSFCFCFCFW/DW/DE-OE-UFOGPLT-OT-UT-UTV-OTV-UTV-UXXXXXXXXXXXXXXXXXXFMFMFMFMFMFMFMFM T-USSDWWWVWVTVTTTHE LOCATION OF UNDERGROUND FACILITIES AND/OR STRUCTURES AS SHOWN ON THE PLANSARE BASED ON AVAILABLE RECORD AT THE TIME THE PLANS WERE PREPARED AND ARE NOTGUARANTEED TO BE COMPLETE OR CORRECT.THE SUBSURFACE UTILITY INFORMATION SHOWN IS UTILITY QUALITY LEVEL D, AS DETERMINEDUSING THE GUIDELINES OF "CI/ASCE 38-02 STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES 72 HOURS PRIOR TOCONSTRUCTION TO DETERMINE THE EXACT LOCATION OF ALL FACILITIES AND TO PROVIDEADEQUATE PROTECTION OF SAID UTILITIES DURING THE COURSE OF WORK.EXISTING UTILITIES CONSTRUCTION NOTECONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TOMAINTAIN OPERATION OF EXISTING UTILITIES THROUGHOUT THEDURATION OF THE PROJECT. IN THE EVENT THAT ANINTERRUPTION OF SERVICE IS UNAVOIDABLE IN ORDER TOCOMPLETE THE WORK, CONTRACTOR SHALL PROVIDE ADEQUATENOTIFICATION TO ALL AFFECTED BUSINESSES AND/ORRESIDENCES A MINIMUM OF 3 WORKING DAYS IN ADVANCE OFANY INTERRUPTION.All Minnesota excavators, including homeowners and farmers, a
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PERSPECTIVEAT CATCH BASINSTYPICAL CURB & GUTTERAPPROVEDPLATE #604 MOUNTABLE CONCRETE CURB & GUTTERTO BE FORMED INTO A B618 TYPECURB AT CATCH BASIN CASTINGSFLOWSECTION A - AMOUNTABLE CONC.CURB & GUTTER LINE GRADEDESIGN GUTTERTOP OF CURB HEIGHT (MINIMUM 5" OPENING)RAISE BACK TO MAXIMUM A AYOMTICORTANINSOEPFRIAKELNO EXPANSION MATERIALTWO COATED #4 REBAR (2' LONG) IN CONCRETE CATCH BASIN CASTING "NEENAH R-3067-V" HIGH VANE GRATEOR APPROVED EQUALNOTES:THE AIR CONTENT OF THE CONCRETE SHALL NOT BE LESS THAN 4 NOR MORE THAN 7 PERCENT. CONCRETE MIX SHALLBE 3A32 WHERE FORMS ARE PLACED AND 3A22 WHERE SLIP FORM MACHINE PLACEMENT IS USED.THE CONCRETE CURB AND GUTTER SHALL BE PLACED ON A MINIMUM OF 3" OF COMPACTED AGGREGATE BASE,CLASS-5, 100% CRUSHED QUARRY ROCK.WITHIN ONE HOUR AFTER THE CONCRETE IS FINISHED AND "BROOMED", ALL EXPOSED SURFACES; FRONT, TOP, ANDBACK; SHALL BE SPRAYED WITH MEMBRANE CURING COMPOUND CONFORMING TO MNDOT 3754 AT A RATE OF NOTLESS THAN 1 GALLON PER 150 SF.BACKFILLING OF THE CURB AND GUTTER SHALL BE COMPLETED WITHIN 48 HOURS AFTER THE 5 DAY CURING PERIODAND PRIOR TO BITUMINOUS SURFACING OF THE ROADWAY. EXTREME CARE MUST BE EXERCISED DURING THISOPERATION TO PREVENT HORIZONTAL DISPLACEMENT OF CURB AND GUTTER. THERE SHALL BE NO EXCESSCONCRETE OR DEBRIS LEFT BEHIND THE CONCRETE BEING BACKFILLED.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE CONCRETE DESIGN MIX WITH A LETTER FROM AN APPROVEDTESTING LABORATORY, PRIOR TO PLACEMENT OF ANY CONCRETE. THE LETTER SHOULD STATE THAT THEAGGREGATES AND THE PROPORTIONS MEET THE REQUIREMENTS OF THE SPECIFICATIONS.THE COMPLETE CONCRETE WORK SHALL GIVE THE APPEARANCE OF UNIFORMITY IN SURFACE CONTOUR ANDTEXTURE, AND SHALL BE ACCURATELY CONSTRUCTED TO LINE AND GRADE. UNACCEPTABLE WORK SHALL BEREMOVED AND REPLACED WITH ACCEPTABLE WORK AS ORDERED BY THE ENGINEER. CRACKING AT AREAS OTHERTHEN JOINTS, MAY AT THE DISCRETION OF THE ENGINEER, BE REMOVED AND REPLACED.1.2.3.4.5.6.10' MIN. TRANSITION10' MIN. TRANSITION10' MIN. TRANSITION2"5"
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Plot Date: 05/05/2016Drawing name: X:\Clients_WD\00758_PLSLWD\0096_Lower_Lake_Protection_CWP_Imp\09_GIMS_ProjectName\dwg\758-96_P-BASE_20160414.dwgXrefs:, xbase2, Under-drainValve_ValveBoxNODATE BYREVISION 5 6
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STORMWATER POLLUTION PREVENTION PLANPROJECT DESCRIPTIONThe project purpose is to retofit City-owned property with water quality improvements for Fairlawn Shores and Indian Ri
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pre-treatment retention basin will be installed on each site to provide stormwater management.RECEIVING WATERSFairlawn Shores and Indian Ridge Park are located approximately 200 feet and 600 feet , respectively, south of Lower Pri
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residential neighborhoods drain from the east through Fairlawn Shores. Roughly 31 acres of existing, residential neighbor
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into Indian Ridge Park. Runoff travels through the upstream drainage area, and enters the park in a natural ravine where it
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restored through hydraulic improvements. Discharge from the incidental wetland is directed to an adjacent ditch before it
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pond, and then discharges to the Prior Lake.SPECIAL OR IMPAIRED WATERS (APPENDIX A)Lower Prior Lake is not an impaired water body. NPDES Appendix A requirements do not apply to this project.RESPONSIBLE PARTIES:The City of Prior Lake (Site Owner) and Contractor, are responsible for the implementation of the SWPPP and all require
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Stormwater General Permit. Contractor is responsible for installations, inspections, maintenance and repairs of all erosio
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before, during, and after active construction. The City of Prior Lake is responsible for the long-term operation and mainte
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management systems. The contractor is liable until final stabilization of all disturbed areas has been achieved, all tempor
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and the Notice of Termination form has been submitted to the MPCA.PROJECT OWNER LONG TERM MAINTENANCEPROJECT
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Name: City of Prior LakeSame as Owner TBDAddress 4646 Dakota Street SE Prior Lake, MN 55372Contact Number: 952-447-9831email: pyoung@CityofPRIORLAKE.comINSPECTION AND RECORD KEEPINGThe Contractor must assign a trained individual(s) (pursuant to Part III.A.1-2) to oversee the implementation, amendment
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SWPPP will be made by the Project Engineer or the contractor after written approval by the Project Engineer.PROJECT SEQUENCING DATES:Project start date: Spring 2016Final completion date: Fall 2016IMPERVIOUS SURFACE AND DISTURBED AREA:Total disturbed Area = 0.35 AcresPost-construction impervious Area = 0.00 AcresPre-construction impervious Area = 0.00 Acres Net decrease in impervious Area = 0.00 AcresMISCELLANEOUS EROSION CONTROL NOTES:Construction shall be governed by the MnDOT spec. book, special provisions, amendments, project specifications, and d
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kept on-site.BMP NOTES;1. BMP's must be adequately designed, installed, and maintained to prevent erosion and sediment from a minimum 0.
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