04/20/2021 - City Council Regular
AGENDA
EAGAN CITY COUNCIL
EAGAN MUNICIPAL CENTER BUILDING
APRIL 20, 2020
6:30 P.M.
I. ROLL CALL AND PLEDGE OF ALLEGIANCE
II. ADOPT AGENDA
III. RECOGNITIONS AND PRESENTATIONS
IV. CONSENT AGENDA (Consent items are acted on with one motion unless a request is made for
an item to be pulled for discussion)
A. APPROVE MINUTES
B. PERSONNEL ITEMS
C. APPROVE Check Registers
D. APPROVE Contracts
E. APPROVE Plans & Specifications, Contract 21-02, Trail & Parking Lot Improvements and
Authorize Bid Opening for May 13, 2021
F. AWARD Contract 21-12, Northeast Eagan Sanitary Sewer Upsize
G. APPROVE Plans & Specifications, Contract 21-15, Treatment Plant Safety Improvements, and
Authorize Bid Opening
H. APPROVE Amendment to Joint Powers Agreement Diffley Road/ Braddock Trail School Area
Improvements, County 30-39/ City Projects 1339 & 1408 – Agency Funding
I. APPROVE Water Meter Replacement Program Surcharge Rebates
J. APPROVE Infrastructure Needs Analysis Final Report
K. PROCLAIM May 2-8, 2021 as Drinking Water Week
L. DIRECT preparation of an ordinance amendment to City Code Chapter 10 regarding electric and
gas grills
M. APPROVE modifications for Cascade Bay fees for 2021 due to COVID guidelines
N. APPROVE a resolution to accept donation from the Eagan Hockey Association
V. PUBLIC HEARINGS
A. VARIANCE – William & Danielle Tetsell - A Variance to the maximum building coverage to allow
for a screened porch located at 1023 Wescott Court
VI. OLD BUSINESS
VII. NEW BUSINESS
A. APPROVE amendments to the Preliminary Planned Development Agreement, Master Sign
Agreement, Open Space and Trail Plan, and the Tree Preservation Plan Agreement for Viking
Lakes and approve the Special Event Use Agreement.
B. APPROVE Appointments of Advisory Commission Members
VIII. LEGISLATIVE/INTERGOVERNMENTAL AFFAIRS UPDATE
IX. ECONOMIC DEVELOPMENT AUTHORITY (there are no EDA items)
X. ADMINISTRATIVE AGENDA
A. City Attorney
B. City Council Comments
C. City Administrator
D. Director of Public Works
E. Director of Community Development
XI. VISITORS TO BE HEARD (for those persons not on the agenda)
XII. ADJOURNMENT
Memo
To: Honorable Mayor and City Council Members
From: City Administrator Osberg
Date: April 16, 2021
Subject: Agenda Information for April 20, 2021 City Council Meeting
ADOPT AGENDA
After approval is given to the April 20, 2021 City Council agenda, the following items are in order
for consideration.
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
The following items referred to as consent items require one (1) motion by the City Council. If
the City Council wishes to discuss any of the items in further detail, those items should be
removed from the Consent Agenda and placed under Old or New Business unless the discussion
required is brief.
A. Approve Minutes
Action To Be Considered:
To approve the April 6, 2021 regular City Council minutes, and April 13, 2021 Special City
Council minutes, as presented or modified.
Attachments: (2)
CA-1 April 6, 2021 City Council Minutes
CA-2 April 13, 2021 Special City
MINUTES OF A REGULAR MEETING OF THE
EAGAN CITY COUNCIL
Eagan, Minnesota
APRIL 6, 2021
No Listening Session was held.
Due to the COVID-19 pandemic, the regular Eagan City Council meeting was held virtually on Tuesday,
April 6, 2021 at 6:30 p.m. Present were Mayor Maguire, Councilmembers Bakken, Fields, Hansen, and
Supina. Also present was City Administrator Osberg, Assistant City Administrator Miller, Finance
Director Feldman, Public Works Director Matthys, Community Development Director Hutmacher, City
Planner Schultz, Communications and Engagement Director Ellickson, Parks and Recreation Director
Pimental and City Attorney Dougherty.
AGENDA
Councilmember Bakken moved, Councilmember Hansen seconded a motion to approve the agenda as
presented. Aye: 5 Nay: 0 (Roll Call)
RECOGNITIONS AND PRESENTATIONS
Recognize Tom Pepper’s retirement from the City of Eagan after 29 years of service
City Administrator Osberg recognized and presented a plaque to Finance Director Tom Pepper for his
twenty-nine years of service to the citizens of Eagan. Pepper thanked the City Council for the
opportunity to serve.
CONSENT AGENDA
Councilmember Hansen moved, Councilmember Bakken seconded a motion to approve the consent
agenda as presented: Aye: 5 Nay: 0 (Roll Call)
A. It was recommended to approve the March 9, 2021 Special City Council minutes and March 16, 2021
regular City Council minutes, as presented, or modified.
B. Personnel Items:
1. It was recommended to approve the hiring of part-time recurring and seasonal employees
as ECC Guest Services Representative, Forestry Technicians, Guest Relations Crewmembers,
Landscape Crew Laborers, Lead Ceramics Studio Technician, Lifeguards, Parks Laborers, Pool
Attendants, Preschool Teacher's Assistant/ECC Guest Services Representative, Utility GIS
Workers, Water Fitness Instructors, and a Youth Art Instructor.
2. It was recommended to authorize recruitment of a full-time Engineering Technician
position.
3. It was recommended to approve a Memorandum of Agreement regarding Shift Trades
between the City of Eagan and the International Association of Firefighters # 5171 – Fire
Captains.
4. It was recommended to approve a Memorandum of Agreement regarding Shift Trades
between the City of Eagan and the International Association of Firefighters #5171 – Fire
Fighters.
City Council Meeting Minutes
April 6, 2021
2 page
5. It was recommended to approve resolution authorizing Attorney William Laak to sign a
worker’s compensation settlement agreement on behalf of the City Council.
6. It was recommended to approve the temporary assignment of Deputy City Clerk to the
following staff members: Dave Osberg (City Administrator), Dianne Miller (Assistant City
Administrator), and Josh Feldman (Director of Finance).
7. It was recommended to approve the hiring of Jordan Coon, Full-Time Parks Maintenance
Worker.
8. It was recommended to accept the retirement/resignation of Mike Scott, Fire Chief, and
authorize replacement.
C. It was recommended to ratify the check registers dated March 12, 19 and 26, 2021.
D. It was recommended to approve the ordinary and customary contracts with The Fattenin’ Frogs,
Planet Krouton Consulting LLC, Genisys Credit Union, Gary LaRue, Ryan & James Pedersen, Peter
Zelle, Marv Gohman, Bill and Kate Isles, LaValle Jazz, The Tuxedo Band, Tony Rook Band, New
Horizon Academy, Hell Burnin’ Sinners, Alive & Kickin, Blue Cross Blue Shield of Minnesota,
Stonehaven of Eagan Senior Living, Take N Bake Pizza, Proscapes, Clean Harbors
Environmental Services, Inc., and Alma Andina.
E. It was recommended to approve a resolution to accept a voluntary dissolution of the Eagan
Firefighters Relief Association effective December 31, 2021.
F. It was recommended to approve a resolution amending the interest rate on the interfund loan from
the Public Utilities Enterprise Fund to the Cedar Grove TIF fund from the annual rate of return on
City investments to 4% as allowed per Statute, and to approve a resolution amending the interest
rate on the interfund loan from the Combined Utilities Trunk fund to the Cedar Grove TIF fund from
0% to 4% as allowed per Statute.
G. It was recommended to set the interest rate for special assessments levied in the next twelve
months at 3.0%.
H. It was recommended to approve a grant agreement with the Minnesota Department of Public
Safety, Office of Traffic Safety for speed enforcement in Dakota County.
I. It was recommended to approve an agreement with Dakota County to provide Police security during
vaccine administration at Metcalf Middle School.
J. It was recommended to receive the bids for Contract 21-01 (2021 Neighborhood Street
Revitalization), award a contract to McNamara Contracting Inc. for the base bid in the amount of
$1,341,313.00 and authorize the Mayor and City Clerk to execute all related documents.
K. It was recommended to approve the plans and specifications for Contract 21-03 (Eagandale
Industrial Park) and authorize the advertisement for a bid opening to be held at 10:30 a.m., on
Thursday, April 29, 2021.
L. It was recommended to approve an application for coverage by Municipal Separate Storm Sewer
System (MS4) General Permit MNR040000 and authorize the Public Works Director to execute and
submit all related documents.
M. It was recommended to approve an extension of the term of the Planned Development Amendment
for Northwoods Entertainment dba Emagine Theater, located at 2055 Cliff Road, generally located
north of Cliff Road and west of Cliff Lake Road.
N. It was recommended to approve a one-year extension of the Variance approval of 10-feet to the
required 40-foot structure setback from Duckwood Drive, upon property located at 3540 Federal
Drive.
O. It was recommended to approve the fair housing policy.
P. It was recommended to adopt a resolution authorizing the Chief of Police to sign a Master
Subscriber Agreement for authorized personnel to access data through the court system.
City Council Meeting Minutes
April 6, 2021
3 page
Q. It was recommended to approve a Settlement Agreement with Quest Broadband Service, Inc. d/b/a
CenturyLink.
PUBLIC HEARINGS
There were no public hearings to be heard.
OLD BUSINESS
Ordinance Amendments to City Code Section 4.34
Stormwater Management Regulations
City Administrator Osberg introduced the item noting City Code Section 4.34, established regulations
that control and manage stormwater runoff that is related to land-disturbing activities or development.
The regulations’ essential purpose is to protect, preserve, and enhance the City’s surface water
resources, stormwater system infrastructure, and public and private lands. Osberg noted after four
years of implementing the initial regulations, City staff has identified potential revisions and updates
that are necessary and desirable.
Public Works Director Matthys was available for questions.
Mayor Maguire opened the public comment. There being no public comment, he turned the discussion
back to the Council.
Councilmember Fields moved, Councilmember Bakken seconded a motion to approve ordinance
amendments to City Code Section 4.34 stormwater management regulations. Aye: 5 Nay: 0 (Roll Call)
OLD BUSINESS
Ordinance Amendment an Ordinance Amendment to City Code Chapter 10,
Section 10.11, animal regulations by modifying the definition of
“At Large” as it relates to dogs, cats, and ferrets
City Administrator Osberg introduced the item noting at the January 12, 2021 City Council work session,
Council directed preparation of an ordinance amendment to require a leash for dogs off their owner’s
property. Council reviewed the draft ordinance amendment at its March 9, 2021 work session. Osberg
noted changes directed at the March 9, 2021 work session have been incorporated into the revised
draft ordinance amendment.
City Clerk Scipioni gave a summary of the proposed ordinance changes and was available for questions.
The Council discussed the draft ordinance amendment.
Mayor Maguire opened the public comment. There being no public comment, he turned the discussion
back to the Council.
Councilmember Hansen moved, Councilmember Supina seconded a motion to approve an ordinance
amendment to City Code Chapter 10, Section 10.11, animal regulations by modifying the definition of At
Large” as it relates to dogs, cats, and ferrets. Aye: 5 Nay: 0 (Roll Call)
City Council Meeting Minutes
April 6, 2021
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NEW BUSINESS
Planned Development Amendment – Hy-Vee
City Administrator Osberg introduced the item noting the property is part of the Central Park Commons
Planned Development, which received approval in 2015, and the 100,000 square foot Hy-Vee store
opened in 2016. The Council is being asked to consider a Planned Development Amendment to allow an
accessory structure and canopy for a drive-through pick-up area for on-line orders located at 1500
Central Park Commons Drive.
City Planner Schultz gave a staff report and provided a site map.
The applicant, John Brehm, Hy-Vee, Inc., was available for questions.
The Council discussed the Planned Development Amendment.
Mayor Maguire opened the public comment. There being no public comment, he turned the discussion
back to the Council.
Councilmember Bakken moved, Councilmember Fields seconded a motion to approve a Planned
Development Amendment to allow an accessory structure and canopy for a drive through pick-up area
for on-line orders upon property located at 1500 Central Park Commons Drive, legally described as Lot 1,
Block 1, Central Park Commons, subject to the following conditions as amended: Aye: 4 Nay: 1 (Roll Call)
(Maguire)
1. An Amendment to the Planned Development Agreement shall be executed and recorded
with the Dakota County Recorder’ s office. The following exhibits shall be made part of
the Agreement:
• Site Plan
• Building Elevations
• Signage Plan
• Site Lighting Plan
2. The Site Plan shall be revised for the Planned Development Agreement to show the pallet, fork lift,
and empty tote storage areas, and provide a manner to contain and screen that area, such as with a
fence enclosure.
3. The Aisles Online pick-up area shall be kept in a neat and orderly manner. Stacked pallets and totes
shall not block walkways or drive lanes, and shall be stored inside a building overnight.
4. The Building Permit plans shall show any mechanical equipment and screening of same in
compliance with City Code.
5. A Sign Permit shall be required prior to installation of any signs. All signs shall comply with City Code
standards as well as the specific stipulations of the Central Park Commons Planned Development.
6. A Site Lighting Plan shall be provided for review and approval of City staff, for inclusion in the
Planned Development Amendment Agreement.
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April 6, 2021
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7. This Amendment terminates the approval to conduct seasonal sales on the northeast corner
of the site and terminates the temporary staging of pick-up orders under the Council’s emergency
order.
Planned Development Amendment – Hy-Vee
City Administrator Osberg introduced the item noting this site consists of three commercial lots at the
northeast corner of Pilot Knob and Diffley Roads. The Council is being asked to consider a Planned
Development Amendment to allow construction of a new convenience store and motor fuel station, the
addition of a drive-through coffee shop, and eliminate the condition requiring replatting of the property,
upon 3.53 acres.
City Planner Schultz gave a staff report and provided a site map.
The applicant representative, Phil Hoey, Hy-Vee, thanked staff and the City Council for their patience
while Hy-Vee has worked through proposals on the site.
The Council discussed the Planned Development Amendment.
Mayor Maguire opened the public comment. There being no public comment, he turned the discussion
back to the Council.
Councilmember Hansen moved, Councilmember Bakken seconded a motion to approve of a Planned
Development Amendment to allow construction of a new convenience store and motor fuel station on
Parcel 1 (the southern parcel, part of platted Lot 3), and the addition of a drive-through coffee shop on
Lot 1 (the northwestern parcel), and eliminate the condition requiring replatting of the property, upon
3.53 acres located at 4160, 4168 and 4198 Pilot Knob Road, legally described as Lots 1, 2 and part of Lot
3, Block 1, Hilltop Plaza, subject to the following conditions: Aye: 5 Nay: 0 (Roll Call)
1. A Planned Development Amendment Agreement shall be executed and recorded with the Dakota
County Recorder’s office. The following exhibits shall be made part of the Agreement:
• Site Plan
• Building Elevations
• Signage Plan
• Landscape and Tree Mitigation Plan
• Site Lighting Plan
2. A Final Planned Development shall be required prior to issuance of a Building Permit. The
following plans are required for the Final Planned Development Agreement:
• Final Site Plan
• Final Building Elevations
• Final Landscape Plan
• Final Signage Plan
• Final Lighting Plan
3. This Planned Development Amendment Agreement terminates and replaces any and all prior
Planned Development Agreements pertaining to the property.
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April 6, 2021
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4. The term of this Preliminary Planned Development shall be three (3) years.
5. This Planned Development allows the following uses:
Lot 1 – Retail/service consistent with permitted uses in NB zoning district, and drive-through
coffee shop
Lot 2 – Retail/service consistent with permitted uses in NB zoning
Parcel 1 (Part of Lot 3) – Convenience store and motor fuel station
6. Any outdoor displays are subject to compliance with City Code standards, including placement and
size.
7. The applicant shall provide ten-foot-wide stalls along the front of the convenience store, and
along the north side if possible.
8. To facilitate bicycle visits to the site, bike racks should be added on each of the lots.
9. The new building shall meet the City Code standards for ratio for the different classifications of
materials. Compliance with the City Code standard shall be confirmed at the time of Final Planned
Development, with the ratio of different materials shown on the Final Building Elevations.
10. The existing building on Parcel 1 Lot 2 shall receive the same exterior façade improvements as the
building on Lot 1 and at the same time.
11. Building address numbers shall be installed consistent with the provisions of Section 2.78 of City
Code.
12. The new trash enclosure shall be designed consistent with City Code standards, of sufficient size to
contain trash and recyclable materials, and constructed of masonry materials to match the
principal building with opaque gates. The existing enclosure on Lot 2 shall be updated along with
the building to ensure compatibility of exterior finish materials.
13. The Applicant shall provide a revised Tree Preservation Plan reflecting adjustments to account for
ash tree removal, and recalculating the removal and mitigation amount (if any), for incorporation
into the Planned Development Amendment Agreement.
14. A revised Landscape Plan reflecting the ash tree removals and providing for replacement
landscaping and mitigation should be prepared for review and acceptance by City staff, and
incorporation into the Planned Development Amendment Agreement.
15. The applicant shall provide additional information to confirm the light fixtures are shielded and
downcast for inclusion in the Planned Development Amendment Agreement. Canopy fixtures
shall be recessed, or a drop edge provided on the canopy, or other measures employed to ensure
the source of the canopy lighting is not visible from off the property.
16. Any reuse of these two signs should be consistent with City Code standards. The sign structures
should be reconstructed if necessary, to establish materials and appearance consistent with the
proposed new buildings. Detailed plans for these signs should be provided at the time of Final
Planned Development.
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April 6, 2021
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17. Shared use of the pylon sign is encouraged and can be accommodated through the Planned
Development zoning. An easement and maintenance agreement shall be provided in a form
acceptable to the city attorney allowing shared use of the pylon sign, at the time of Final Planned
Development.
18. Building Signage shall be consistent with City Code Standards, and a Sign Permit shall be obtained
prior to installation or construction of any signs.
19. All signs on a building shall be similar in design, to be demonstrated at the time of application for
Sign Permit. Acceptable size and placement of signs shall also be confirmed at the time of Sign
Permit application.
20. All erosion/ sediment control plans submitted for development and grading permits shall be
prepared by a designer who has received current Minnesota Department of Transportation
(MNDOT) training, or approved equal training as determined by the City Engineer in designing
stormwater pollution prevention plans. Also, all personnel responsible for the installation of
erosion/sediment control devices, and the establishment of vegetation for the development, shall
have received Erosion/Sediment Control Inspector/Installer certification through the University of
Minnesota, or approved equal training as determined by the City Engineer.
21. This development shall comply with Eagan’s Land Disturbance Stormwater Pollution Prevention
and Post-Construction Stormwater Management Requirements (City Code Section 4.34) for
stormwater management and surface water quality, including Runoff Rate Control and 1.1-inch
Volume Control of effective retention of the site’s new impervious surface area (including
effective soil remediation for all of the site’s disturbed soils that are to be revegetated).
22. Prior to receiving City approval to permit land disturbing activity, the applicant shall provide
Erosion & Sediment Control Plans for demolition and active construction, in the form of Phase 1
and Phase 2 Erosion & Sediment Control Plans and Stormwater Pollution Prevention Plans.
23. Prior to receiving City approval to permit land disturbing activity, the applicant shall provide and
include in the plan set all underground stormwater filtration system details, including that a) an
off-line bypass to prevent construction stormwater from entering the filtration chambers and sand
filter bed shall be provided until drainage area stabilization, b) solid bottom isolator rows
(appropriately sized) are provided at any stormwater inlet point into the underground systems, c)
no limestone shall be used below or between the chambers, d) unobstructed physical access via
manhole will be provided to any isolator row for inspection and maintenance, e) 10-inch minimum
diameter inspection ports will be provided on all chamber rows. Notes shall be provided that
grading and utility contractor(s) shall provide 24-hours advance notice to City Water Resources
staff of any grading or utility work involving the proposed filtration chamber systems, including
over-excavation, installation of pre-treatment sumps, inlets, outlets, sump skimmer hoods, etc.
Shop drawings related to the underground stormwater filtration chamber systems must be
provided to the City for review before installation.
24. The applicant shall provide adequately sized pre-treatment structure (e.g. four-foot minimum
depth sump, five-foot minimum diameter, with floatable skimmer hood, energy dissipation, etc.)
at, or immediately upstream of, any stormwater treatment facility inlet to provide for effective
capture and easily-accessible cleanout of fine-sand sized particles and floatable pollutants.
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April 6, 2021
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Skimmer hoods to be installed must also include hydrocarbon absorbent pillows/booms, secured
within the structure and able to be easily replaced/maintained. Pre-treatment structures shall be
accessible by appropriate maintenance equipment. Details shall be included in applicable plan
sheet(s) using Eagan Standard Detail Plate E231.
25. The applicant shall provide details for adequately sized hydrocarbon capture pre-treatment
structure(s) for any area of the site that could receive drainage from fueling areas. Pre-treatment
structures shall be accessible by appropriate maintenance equipment. Details shall be included in
applicable plan sheet(s).
26. Prior to receiving City approval to permit land disturbing activity, the property owner shall provide
the most updated water quality and rate control modeling documentation to demonstrate
compliance with City stormwater requirements, to the satisfaction of the City Engineer. Rate
Control must demonstrate no net increase over predevelopment conditions using a maximum
curve number of 72. Stormwater filtration nutrient reductions, in lieu of full infiltration, will need
to be documented with appropriate water quality modeling.
27. Prior to receiving city approval to permit land disturbing activity, the property owner shall provide
detailed Soil Management Strategies in the plan set for City review, and acceptance by the City
Engineer, that provide graphical details and notes on soil protection/restoration in the
Stormwater Management Plan and prominently included in all applicable plan sheets (e.g. Erosion
& Sediment Control Plan, Grading Plan, Landscape Plan, etc.) and shall specify estimated
quantities of soil ripping area and volume of compost to be imported and incorporated on
pertinent plan sheet quantity tables. Prior to receiving a Certificate of Occupancy for any affected
construction, Soil Management Strategy implementation documentation (e.g. haul tickets,
representative on-site soil samples, compaction testing and soil organic content test results) shall
be provided to City Water Resources staff to verify approved soil management strategy
compliance. Notes shall be provided that implementing contractor shall provide 24-hours
advance notice to City Water Resources staff prior to implementation of soil loosening and
amendment.
28. Prior to proceeding with land disturbing activity, the Property Owner shall enter into a long-term
stormwater management system maintenance agreement with the City, detailing the annual
inspection and maintenance required to occur to ensure proper operation and performance of the
private permanent stormwater management system, in a form acceptable to the City Attorney.
Before the city returns any Stormwater-related Performance Guarantee Fees on the development
site, the applicant shall demonstrate that all stormwater management practices are performing as
intended and shall provide the City Engineer as-built plans meeting City requirements for as-built
standard submittals that demonstrate that all constructed stormwater conveyance structures,
stormwater management facilities (hydrocarbon capture structure, sump(s), filtration chamber
gallery, etc.), including soil loosening & amendment prior to landscaping, conform to design
and/or construction plans, as approved by the City. Photos/video of final inspection of clean
underground filtration chamber gallery system and contributing storm sewer shall be provided to
the City Engineer. The applicant shall submit to the City Engineer certification that the
stormwater management facilities have been installed in accord with the plans and specifications
approved. This certification shall be provided by a Professional Engineer licensed in the State of
Minnesota.
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April 6, 2021
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29. The material for the new sanitary sewer service shall be at least six inches in diameter.
30. This development shall provide hydrant spacing and locations in accordance with City Fire
Department and Public Works standards.
31. A direct pedestrian connection from the site to the trail along Pilot Knob Road shall be added and
shown on the plans for Final Planned Development.
32. The applicant shall provide and ingress and egress and shared parking agreement for the
connecting driveway access and parking lots, in a form acceptable to the City Attorney.
33. The applicant shall enter into an encroachment agreement to allow private utilities in a public
easement, in a form acceptable to the City Attorney.
34. The Tree Preservation Plan shall be revised to reflect adjustments to the preservation and
mitigation calculations in regard to the ash trees on the site. Ash trees in stages of decline
consistent with Emerald Ash Borer (EAB) infestation shall be removed and excluded from
preservation. Ash trees without visible signs of EAB are likely infested and must be removed; these
trees do require mitigation. The Applicant shall provide a revised Tree Preservation Plan reflecting
these adjustments, and recalculating the removal and mitigation amount, if any.
35. The Tree Inventory shall be revised as follows:
a. Trees number 1001, 1002, 1003, 1004, 1019, 1020, 1021, 1022 all have visible signs of
EAB infestation and shall be removed and excluded from the tree inventory. No
mitigation is required for these trees.
b. The applicant shall revise the Tree Inventory and Preservation Plan so all remaining Ash
trees (ID numbers 1005, 1006, 1009, 1010, 1011, 1013, 1016, 1018, and 1024) are
removed. These trees are subject to mitigation if the allowable removal amount is
exceeded; adjust and recalculate mitigation accordingly.
36. All preserved trees shall be protected by the installation of a tree protection fence (i.e. orange
colored silt fence or four-foot polyethylene laminate safety netting), to be installed at the Drip
Line or at the perimeter of the Critical Root Zone (defined as a radius of one foot per each inch of
tree trunk diameter) whichever is greater. Tree protection fencing location shall be indicated on
the Tree Preservation Plan and then verified in the field by the city forestry staff.
37. The applicant shall secure required permits to remove existing fuel tanks and successfully pass
inspections from The Eagan Community Development Department.
The Council took a 5-minute break.
Comprehensive Guide Plan Amendment – The Holy Christian Church
City Administrator Osberg introduced the item noting the applicant is requesting a chance in the land
use designation from MO (Major Office) to QP (Quasi Public) of a 16.17-acre parcel located at 3560 Delta
Dental Drive.
City Council Meeting Minutes
April 6, 2021
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City Planner Schultz gave a staff report and provided a site map.
The applicant, Christine M. Alpers, The Holy Christian Church, was available for questions.
The Council discussed the request. City Attorney Dougherty provided a brief on the Religious Land Use
and Institutionalized Persons Act (RLUIPA) issues in relation to the applicant’s Comprehensive Guide
Plan Amendment request. Dougherty noted that it is not uncommon for an applicant to work with City
staff during the interim period on the potential of a Planned Development Amendment before the
Comprehensive Plan Amendment returns for final City Council determination. There was discussion
regarding the tax-exempt status and the unity of ownership and operation.
Councilmember Bakken asked the applicant if they considered the Metcalf Middle School site. Bishop
Felton replied he wasn’t aware of that site but reiterated their interest in the subject property under
consideration.
Mayor Maguire opened the public comment. There being no public comment, he turned the discussion
back to the Council.
Councilmember Bakken moved, Councilmember Fields seconded a motion to direct staff to submit to
the Metropolitan Council a Comprehensive Guide Plan Amendment to change the land use designation
from MO (Major Office) to QP (Quasi Public) upon 16.17 acres located at 3560 Delta Dental Drive.
Aye: 5 Nay: 0 (Roll Call)
LEGISLATIVE / INTERGOVERNMENTAL AFFAIRS UPDATE
There was no legislative/intergovernmental affairs update.
ADMINISTRATIVE AGENDA
There were no administrative agenda items to be heard.
VISITORS TO BE HEARD
There were no visitors to be heard.
ADJOURNMENT
Councilmember Hansen moved, Councilmember Supina seconded a motion to adjourn the meeting at
8:40 p.m. Aye: 5 Nay: 0 (Roll Call)
______
Date
______
Mayor
_______
City Clerk
MINUTES
SPECIAL CITY COUNCIL MEETING
APRIL 13, 2021
5:30 P.M.
EAGAN COMMUNITY CENTER
City Councilmembers present: Mayor Maguire, Councilmembers Fields, Bakken, Hansen and Supina.
City staff present: City Administrator Osberg
ROLL CALL AND ADOPTION OF THE AGENDA
Councilmember Bakken moved, Councilmember Hansen seconded a motion to adopt the agenda
as presented. Aye: 5 Nay: 0
VISITORS TO BE HEARD
There were no visitors to be heard.
INTERVIEW ADVISORY COMMISSION APPLICANTS
The City Council interviewed 14 applicants for the various openings on the Advisory Planning
Commission, Advisory Parks and Recreation Commission, Airport Relations Commission, Energy and
Environment Advisory Commission, and Eagan-Inver Grove Heights Watershed Management
Organization. At the conclusion of the interviews, the Council selected the slate of candidates to
recommend for formal consideration at the April 20, 2021 Council meeting.
Councilmember Bakken moved, Councilmember Fields seconded a motion to adjourn the meeting at
9:25 p.m. Aye: 5 Nay: 0
Date
Mayor
City Clerk
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
B. Personnel Items
ITEM 1.
Action to be Considered:
Approve the hiring of the following part-time recurring and seasonal employees:
Emma Stockwell Deck Coordinator
Mikaela Bagley Deck Coordinator
Ryan Scovil Deck Coordinator
Hannah Meyer Guest Relations Coordinator
June Moua Guest Relations Crew
Logan Pfaltzgraff Guest Relations Crew
McKenna O'Brien Guest Relations Crew
Mia Erickson Guest Relations Crew
Molly Miller Guest Relations Crew
Paige Hastings Guest Relations Crew
Tyler Uhl Guest Relations Crew
Zach Herme Guest Relations Crew
Connor Nelson Guest Relations/Pool Attendant
Ava Wood Lifeguard
Jack Burright Lifeguard
Ty Bruckner Lifeguard/Deck Coordinator
Alex Prentice Park Laborer
Andrew Humiston Park Laborer
Braeden Brown Park Laborer
Colin Nicklay Park Laborer
Jacob Kemper Park Laborer
Timothy Leiran Park Laborer
Caden Berg Pool Attendant
Connor Strop Pool Attendant
Emma Munter Pool Attendant
Katalena Hay Pool Attendant
Lauren Bullis Pool Attendant
Matthew Pretzel Pool Attendant
Charlie Barnick Utility Maintenance Worker
Jacob Burns Utility Maintenance Worker
Mary Ellen Decuffa Water Fitness Instructor
Connor Pfaltzgraff Waterparks Operations Assistant
ITEM 2.
Action to be Considered:
Approve the change of status of Daniela Kor from part-time to full-time Clerical Technician
within the Parks and Recreation Department.
Facts:
➢ A full-time Clerical Technician within the Parks and Recreation Department is retiring at
the end of April. This is not an increase in overall staffing levels.
➢ The status change will be effective May 3, 2021.
ITEM 3.
Action to be Considered:
Authorize Request For Proposals for medical insurance.
Facts:
➢ The City’s 5-year contract for medical insurance with Blue Cross Blue Shield of MN
expires 12-31-21.
➢ The City’s insurance broker, Gallagher Benefit Services, will oversee the RFP process.
ITEM 4.
Action to be Considered:
Authorization to implement a 2021 incentive pay pilot-program for seasonal non-benefited
employees.
Facts:
➢ Due to increased competition for part time work force (including at Cascade Bay), staff
are asking for consideration of an incentivized pay pilot-program for seasonal non-
benefited employees to maintain adequate levels of staffing at activities and facilities.
➢ Current state guidelines have created concerns for seasonal employees resulting in a
shortage of applicants for activities and facilities.
➢ Surrounding cities, counties and private businesses have raised their minimum wage or
rate of pay for seasonal employees causing a need for City of Eagan activities and
facilities to become creative in obtaining and retaining employees.
➢ Incentives would assist with longevity of staff and maintain adequate staffing levels.
➢ Incentives would be achieved based on number of hours worked and duration of
employment.
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
C. Ratify Check Registers
Action To Be Considered:
To ratify the check registers dated April 2 and April 9, 2021, as presented.
Attachments: (2)
CC-1 Check register dated April 2, 2021
CC-2 Check register dated April 9, 2021
4/1/2021City of Eagan 16:00:25R55CKR2 LOGIS102V
1Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218956 4/2/2021 100584 ADVANCED GRAPHIX INC
1,059.00 GRAPHICS - CA108882 329309 206348 9591.63863/31/2021 Insurance Deductible Risk Management
10.00 CLAIM FOR SQ 49 329310 206363 9591.63863/31/2021 Insurance Deductible Risk Management
1,069.00
218957 4/2/2021 158191 ANDERSON, THOR
236.00 BUILDING PERMIT BASE FEE 329311 165733/167596 0801.40853/31/2021 Building General & Admn-Protective Insp
5.00 BUILDING PERMIT REFUND 329311 165733/167596 9001.21953/31/2021 Due to State - Permit Surcharg General Fund
241.00
218958 4/2/2021 101882 APPLE VALLEY,CITY OF
258.32 SCBA CAL MACHINE TESTING 329398 7421 1225.63233/31/2021 Testing Services Fire / EMS Equipment
258.32
218959 4/2/2021 121083 ASPEN MILLS
189.44 UNIFORM PANTS - WINTERS 329312 271068 1221.62243/31/2021 Clothing/Personal Equipment Administration-Fire
59.95 UNIFORM PANTS - TRINH 329313 271067 1221.62243/31/2021 Clothing/Personal Equipment Administration-Fire
587.55 UNIFORMS - FIRE TECH 329314 271508 1221.62243/31/2021 Clothing/Personal Equipment Administration-Fire
514.40 HONOR GUARD UNIFORM-BURGETT 329399 271383 1221.62243/31/2021 Clothing/Personal Equipment Administration-Fire
1,351.34
218960 4/2/2021 146829 AT&T MOBILITY
39.23 3/18/21-4/17/21 329486 287262588400X03
252021
2010.63554/1/2021 Cellular Telephone Service General Engineering
127.35 3/18/21-4/17/21 329486 287262588400X03
252021
9701.63554/1/2021 Cellular Telephone Service PEG-eligible
166.58
218961 4/2/2021 100397 BATTERIES PLUS
2,339.88 SIREN BATTERIES 329315 P37691256 1106.62203/31/2021 Operating Supplies - General Emergency preparedness
13.60 MISC REPAIR SUPPLIES 329400 P37921711 1225.62343/31/2021 Field/Other Equipment Repair Fire / EMS Equipment
2,353.48
218962 4/2/2021 101652 CEMSTONE PRODUCT CO.
1,960.00 CEMENT SCREED 329316 546136 3170.66703/31/2021 Other Equipment General AdmIn-Parks
107.90 TANK SPRAYER REPLACMENT PARTS 329317 546428 2244.62203/31/2021 Operating Supplies - General Street Equipment Repair/Mtn
2,067.90
218963 4/2/2021 109326 CENTURY COLLEGE
180.00 EMS INSTRUCTOR CARDS 329318 00739395 1223.63203/31/2021 Instructors Training Fire & EMS
180.00
4/14/21
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4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218963 4/2/2021 109326 CENTURY COLLEGE Continued...
218964 4/2/2021 156122 CHEMFREE CARPET CLEANING
1,077.00 CARPET CLEANING 329319 316254 3106.65373/31/2021 Janitorial Service Structure Care & Maintenance
1,077.00
218965 4/2/2021 151299 CINTAS
112.34 SHOP TOWELS 329320 4079627010 2401.62413/31/2021 Shop Materials Gen/Adm-Central Services
201.42 SHOP TOWELS 329321 4079627092 2401.62413/31/2021 Shop Materials Gen/Adm-Central Services
65.38 RUGS 329322 4079627020 6146.65353/31/2021 Other Contractual Services North Plant Building
379.14
218966 4/2/2021 101753 CITI CARGO & STORAGE
75.00 AMI PROJECT 329323 432015A 6162.6457 P14243/31/2021 Machinery & Equipment-Rental Meter Reading
85.00 AMI PROJECT 329324 SI251789 6162.66303/31/2021 Other Improvements Meter Reading
160.00
218967 4/2/2021 142286 COMCAST
10.65 PD CABLE 4/1/21-4/30/21 329326 877210508005718
1-032021
1104.65693/31/2021 Maintenance Contracts Patrolling/Traffic
10.65
218968 4/2/2021 153524 COMCAST
775.00 COMCAST LINE TO BANDSHELL 329325 119175640 9704.65353/31/2021 Other Contractual Services Non-ETV CIP expenditures
775.00
218969 4/2/2021 146512 COMPASS MINERALS AMERICA
1,517.02 ROAD SALT 329327 790825 2240.62563/31/2021 Snow Removal/Ice Control Suppl Street Plowing/Sanding
25,570.18 ROAD SALT 329328 791426 2240.62563/31/2021 Snow Removal/Ice Control Suppl Street Plowing/Sanding
11,101.07 ROAD SALT 329329 791952 2240.62563/31/2021 Snow Removal/Ice Control Suppl Street Plowing/Sanding
38,188.27
218970 4/2/2021 150880 CORE & MAIN LP
10.54 WELL 13 PLUG 329330 N861652 6156.62303/31/2021 Repair/Maintenance Supplies-Ge South Well Field
274.36 FLANGE AND GASKET KITS 10"329331 N851390 6156.62303/31/2021 Repair/Maintenance Supplies-Ge South Well Field
394.04 329332 N861644%6156.62603/31/2021 Utility System Parts/Supplies South Well Field
705.84 WELL 13 AIR VAC VALVE 329333 N861604 6156.62603/31/2021 Utility System Parts/Supplies South Well Field
6,760.00 CHECK VALVE REPLACEMENT 329334 N852294 6156.62603/31/2021 Utility System Parts/Supplies South Well Field
27.44 FLANGE GASKETS 329335 N863950 6156.62303/31/2021 Repair/Maintenance Supplies-Ge South Well Field
9,800.00 METERS FOR INVENTORY 329336 N832105 6161.62603/31/2021 Utility System Parts/Supplies Meter Replacement
17,972.22
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
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Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218970 4/2/2021 150880 CORE & MAIN LP Continued...
218971 4/2/2021 152916 CORNERSTONE PARKING GROUP
4,209.79 KINGS SIGNS BANG BARS INV-2165 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
1,691.50 ALLIANCE REPAIR SNOW MELTER 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
9,653.25 RELIABLE SNOW REMOVE 1/14-1/16 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
530.00 RELIABLE SNOW REMOVE 1/19 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
7,867.25 RELIABLE SNOW REMOVE 1/23-1/25 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
418.75 RELIABLE SNOW REMOVE 1/30-1/31 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
5,725.75 RELIABLE SNOW REMOVE 2/3-2/5 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
662.50 RELIABLE SNOW REMOVE 2/17-2/19 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
179.06 CINTAS MATS MOPS TOWELS 45957 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
179.06 CINTAS MATS MOPS TOWELS 73163 329442 100197 9116.65354/1/2021 Other Contractual Services Cedar Grove Parking Garage
15,775.38 PARKING MANAGEMENT FEB 2021 329442 100197 9116.65694/1/2021 Maintenance Contracts Cedar Grove Parking Garage
46,892.29
218972 4/2/2021 144440 COVERTTRACK GROUP INC.
1,800.00 COVERTTRACK FEE 329443 23805 1105.64574/1/2021 Machinery & Equipment-Rental Investigation/Crime Prevention
1,800.00
218973 4/2/2021 144270 COVERTTRACK GROUP INC. (R)
150.00 DB449A JAN-MAR 2022 329444 43406 9695.14314/1/2021 Prepaid Expenses - Current Dakota Co Drug Task Force
450.00 DB449A APR-DEC 2021 329444 43406 9695.64794/1/2021 Dues and Subscriptions Dakota Co Drug Task Force
600.00
218974 4/2/2021 100688 CROWN RENTAL
220.00 LOG SPLITTER RENTAL 329337 338256-1 3130.64573/31/2021 Machinery & Equipment-Rental Recreation Program Support
220.00
218975 4/2/2021 156894 CRYSTAL LAKE UPHOLSTERY LLC
235.00 SQ SEAT REPAIR 329338 1978 1104.64253/31/2021 Mobile Equipment Repair Labor Patrolling/Traffic
192.00 SQ SEAT REPAIR 329445 1992 1104.64254/1/2021 Mobile Equipment Repair Labor Patrolling/Traffic
216.00 SQ SEAT REPAIR 329446 1991 1104.64254/1/2021 Mobile Equipment Repair Labor Patrolling/Traffic
643.00
218976 4/2/2021 133868 DAKOTA COUNTY FINANCIAL SERVICES
2,029.71 EFD RADIO FEES-FEB 2021 329339 00040533 1221.65353/31/2021 Other Contractual Services Administration-Fire
2,729.61 PD RADIO FEES-FEB 2021 329339 00040533 1108.65693/31/2021 Maintenance Contracts Communications
4,759.32
218977 4/2/2021 100050 DAKOTA ELECTRIC
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
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4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218977 4/2/2021 100050 DAKOTA ELECTRIC Continued...
118.30 CARNELIAN LN HOCKEY RINK 329340 128582-4-FEB21 3106.64053/31/2021 Electricity Structure Care & Maintenance
49.01 RIDGE CLIFF PARK 329341 170637-3-FEB21 3106.64053/31/2021 Electricity Structure Care & Maintenance
16.16 PILOT KNOB PARK 329342 177545-1-FEB21 3106.64053/31/2021 Electricity Structure Care & Maintenance
35.89 BERRY RIDGE STORM 329343 189767-7-FEB21 6439.64083/31/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
152.50 PINECREST CT AERATOR 329344 198290-9-FEB21 6520.64053/31/2021 Electricity Basin Mgmt-Aeration
134.72 PILOT KNOB WELL SITE RINK 329345 200813-4-FEB21 3106.64053/31/2021 Electricity Structure Care & Maintenance
101.38 HIGHLINE TRAIL STORM 329346 201116-1-FEB21 6439.64083/31/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
1,645.95 WELL #19 329347 203725-7-FEB21 6154.64093/31/2021 Electricity-Wells/Booster Stat South Plant Building
73.34 HEINE CT AERATOR 329348 203785-1-FEB21 6520.64053/31/2021 Electricity Basin Mgmt-Aeration
43.70 31/WESCOTT SIGNALS 329349 214661-1-FEB21 6301.64073/31/2021 Electricity-Signal Lights Street Lighting
215.76 1275 TOWERVIEW RD 329350 321533-2-FEB21 3106.64053/31/2021 Electricity Structure Care & Maintenance
41.48 CEDAR GROVE SIGNALS 329351 333642-7-FEB21 6301.64073/31/2021 Electricity-Signal Lights Street Lighting
229.57 CEDARVALE BLVD LIGHTS 329352 346992-1-FEB21 6301.64063/31/2021 Electricity-Street Lights Street Lighting
16.16 DENMARK AVE #SLSIGN 329353 405764-2-FEB21 6301.64073/31/2021 Electricity-Signal Lights Street Lighting
42.34 CHLOE LANE LIFT STATION 329354 472429-0-FEB21 6239.64053/31/2021 Electricity Lift Station Maintenanc/Repair
1,126.81 FIRE STATION 1 329355 572299-6-FEB21 3313.64053/31/2021 Electricity Fire Buildings
5.00 CIVIL DEFENSE SIREN 329356 578913-6-FEB21 1106.64053/31/2021 Electricity Emergency preparedness
22.33 WOODHAVEN PARK 329357 1005785-6-FEB21 3106.64053/31/2021 Electricity Structure Care & Maintenance
4,070.40
218978 4/2/2021 100447 DALCO
286.45 CLEANING SUPPLIES 329358 3749173 6603.62233/31/2021 Building/Cleaning Supplies Building Repair & Maint.
3,232.70 CUSTODIAL SUPPLIES 329359 3755090 3304.62233/31/2021 Building/Cleaning Supplies Bldg/Facilities Maintenance
999.84 CUSTODIAL SUPPLIES 329360 3753469 3304.62233/31/2021 Building/Cleaning Supplies Bldg/Facilities Maintenance
153.31-CLEANING SUPPLIES 329361 3749173CR 6602.62233/31/2021 Building/Cleaning Supplies Equipment Repair & Maint.
4,365.68
218979 4/2/2021 100528 DELL MARKETING L P
127.49 MONITOR REPLACEMENT - GILBERG 329362 10473831644 6101.66703/31/2021 Other Equipment Water -Administration
673.36 TREMBLEY LAP 329487 10475210150 1107.66604/1/2021 Office Furnishings & Equipment Support Services
1,100.00 SCHULTZ LAP 329487 10475210150 1105.66604/1/2021 Office Furnishings & Equipment Investigation/Crime Prevention
5,300.00 CMV, NELSON, SQUAD ROOM 329487 10475210150 1104.66604/1/2021 Office Furnishings & Equipment Patrolling/Traffic
2,200.00 CHIEF EX ASSIST LAPTOPS 329487 10475210150 1101.66604/1/2021 Office Furnishings & Equipment General/Admn-Police
9,400.85
218980 4/2/2021 101006 EMERGENCY AUTO TECHNOLOGIES
249.00 WO 307 329363 DL032221-25 9001.14153/31/2021 Inventory - Parts General Fund
105.56 PD 329364 DL03162121A 3511.66803/31/2021 Mobile Equipment Equip Rev Fd-Dept 11
354.56
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4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218981 4/2/2021 158224 ESTATE OF TIMOTHY PAHR, THE Continued...
6,984.78 FINAL PAY CHECK3/14/21-3/27/21 329456 032721 9220.22504/2/2021 Escrow Deposits Public Utilities
536.07-FINAL PAY CHECK3/14/21-3/27/21 329456 032721 9220.22504/2/2021 Escrow Deposits Public Utilities
6,448.71
218982 4/2/2021 100062 FACTORY MOTOR PARTS CO
97.32 DEF FLUID 329365 1-6825409 9001.14113/31/2021 Inventory - Motor Fuels General Fund
97.32
218983 4/2/2021 158198 FAIR & IMPARTIAL POLICING LLC
500.00 TRAINING FEES 2/24/21 329447 1466 1104.64764/1/2021 Conferences/Meetings/Training Patrolling/Traffic
500.00
218984 4/2/2021 100451 FASTENAL COMPANY
21.78 FILTER CELL NTP 329366 MNTC1255922 6146.62303/31/2021 Repair/Maintenance Supplies-Ge North Plant Building
109.51 WELL 13 PROJECT 329367 MNTC1255928 6156.62303/31/2021 Repair/Maintenance Supplies-Ge South Well Field
13.86 WO 307 329368 MNTC1256164 9001.14153/31/2021 Inventory - Parts General Fund
145.15
218985 4/2/2021 100157 FORCE AMERICA INC
481.24 INVENTORY 329369 001-1526081 9001.14153/31/2021 Inventory - Parts General Fund
481.24
218986 4/2/2021 143003 FORKLIFTS OF MINNESOTA INC.
717.00 FORKLIFT FOR TURF INSTALL 329370 01R8345860 6602.64573/31/2021 Machinery & Equipment-Rental Equipment Repair & Maint.
166.00-FORKLIFT FOR TURF INSTALL 329371 01R8349590 6602.64573/31/2021 Machinery & Equipment-Rental Equipment Repair & Maint.
551.00
218987 4/2/2021 148062 FREDERICKS, CHARLES
964.00 TUITION REIMBURSEMENT 329372 020521 1001.64783/31/2021 Tuition and Book Reimbursement General/Admn-Human Resources
964.00
218988 4/2/2021 147955 GALLS LLC
201.90-UNIFORM SWEENEY 329373 017875564 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
208.95 UNIFORM MUA 329374 017893905 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
34.20 UNIFORM SWEENEY 329375 017896031 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
184.55 UNIFORM SWEENEY 329376 017899788 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
28.80-UNIFORM SWEENEY 329377 017912115 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
67.30 MFF EQUIPMENT 329378 017918872 1153.62243/31/2021 Clothing/Personal Equipment Civil Disturbance Management
12.50 MFF EQUIPMENT 329379 017946405 1153.62243/31/2021 Clothing/Personal Equipment Civil Disturbance Management
37.99 UNIFORM SWEENEY 329380 017955283 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
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4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218988 4/2/2021 147955 GALLS LLC Continued...
112.50 UNIFORM KOPP 329381 017956846 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
33.23 UNIFORM KUEHNAST 329382 017960023 1104.62243/31/2021 Clothing/Personal Equipment Patrolling/Traffic
142.10 UNIFORM ANSELMENT 329448 017969620 1104.62244/1/2021 Clothing/Personal Equipment Patrolling/Traffic
142.10-UNIFORM NELSON 329449 017974860 1104.62244/1/2021 Clothing/Personal Equipment Patrolling/Traffic
460.52
218989 4/2/2021 100465 GERTEN GREENHOUSES
192.90 PLOW DAMAGE GRASS SEED 329383 27674 /12 2240.62563/31/2021 Snow Removal/Ice Control Suppl Street Plowing/Sanding
192.90
218990 4/2/2021 100083 HACH CO
2,266.74 6 MONTH ORDER LAB 329384 12368415 6149.62203/31/2021 Operating Supplies - General Water Sampling/Testing
451.50 6 MONTH LAB ORDER 329385 12372181 6149.62203/31/2021 Operating Supplies - General Water Sampling/Testing
2,718.24
218991 4/2/2021 100085 HARDWARE HANK
12.98 WELL 2 329386 1962247 6148.62303/31/2021 Repair/Maintenance Supplies-Ge North Well Field
13.95 CHAINSAW BAR OIL 329387 1963947 3201.62203/31/2021 Operating Supplies - General Administrative/General
54.99 HARDWARE 329388 1963430 3119.62203/31/2021 Operating Supplies - General Rink Amenity Mtn/Setup
6.90 PD SUPPLIES 329389 1964473 1104.62203/31/2021 Operating Supplies - General Patrolling/Traffic
25.16 RANGE SUPPLIES 329390 1964839 1104.62283/31/2021 Ammunition Patrolling/Traffic
113.98
218992 4/2/2021 152930 HARRIS MECHANICAL SERVICES LLC
6,116.20 CLAIM CP108701 329391 507027850 9591.63863/31/2021 Insurance Deductible Risk Management
6,116.20
218993 4/2/2021 100267 HAYES ELECTRIC
646.77 R&RWATER HEATER 329450 4489 3624.66204/1/2021 Buildings Facilities R&R Fd-Mtn Facility
646.77
218994 4/2/2021 102599 HIRSHFIELD'S PAINT MANUFACTURING
3,893.60 FIELD PAINT 329392 0009350-IN 3118.62513/31/2021 Athletic Field Supplies Athletic Field Mtn/Setup
3,893.60
218995 4/2/2021 138907 HOLMIN HEATING & COOLING
199.00 ART HOUSE FURNACE 329393 703571 3106.64273/31/2021 Building Operations/Repair-Lab Structure Care & Maintenance
199.00
218996 4/2/2021 151335 INFOSENSE INC.
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
218996 4/2/2021 151335 INFOSENSE INC.Continued...
950.00 329394 2923 6240.62703/31/2021 Computer Software Sewer Main Inspection
950.00
218997 4/2/2021 115944 INTEREUM, INC.
358.93 FURNITURE REPAIR 329395 177549 1107.66603/31/2021 Office Furnishings & Equipment Support Services
358.93
218998 4/2/2021 119878 KATH FUEL
18,744.15 CITY FUEL 329396 709788 9001.14113/31/2021 Inventory - Motor Fuels General Fund
18,744.15
218999 4/2/2021 149654 KIESLERS POLICE SUPPLY
129.99 MFF RANGE METER FOR WEAPON 329397 IN161014 1153.62283/31/2021 Ammunition Civil Disturbance Management
129.99
219000 4/2/2021 100662 LAW ENFORCEMENT LABOR
4,318.00 APRIL 2021 UNION DUES 329476 OFFICERS/SRGS
3/27/21
9592.20264/2/2021 Ded Pay - Pol Off Unio Benefit Accrual
4,318.00
219001 4/2/2021 100691 LEAGUE OF MINN CITIES
10.00 TRAINING FEES 329401 338790 1104.64763/31/2021 Conferences/Meetings/Training Patrolling/Traffic
10.00
219002 4/2/2021 100420 LEAGUE OF MINN CITIES INS TRUST
43,099.94 LMC, EBERT CLAIM 329402 6438 9591.63863/31/2021 Insurance Deductible Risk Management
43,099.94
219003 4/2/2021 157720 LEAST SERVICES COUNSELING LLC
130.00 NECK UP CHECK UP OFCS 329403 460 1001.63193/31/2021 Medical Services - Other General/Admn-Human Resources
130.00
219004 4/2/2021 102253 LOUNSBURY, STEVE
140.56 TRAINING MEALS 329404 030521 1104.64763/31/2021 Conferences/Meetings/Training Patrolling/Traffic
140.56
219005 4/2/2021 100116 MACQUEEN EQUIP
7.53 SHIPPING CHARGE UPDATE 329405 P00104 1225.62303/31/2021 Repair/Maintenance Supplies-Ge Fire / EMS Equipment
7.53
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219006 4/2/2021 151095 MENARDS-BURNSVILLE Continued...
1,494.80 PORTABLE ENCLOSURE 329406 50137 3107.62523/31/2021 Parks & Play Area Supplies Building/Structure Constr
1,494.80
219007 4/2/2021 138083 MIDWEST SAFETY COUNSELORS INC.
47.90 SAFETY SUPPLIES 329407 IVC0062839 2401.62223/31/2021 Medical/Rescue/Safety Supplies Gen/Adm-Central Services
47.90
219008 4/2/2021 100664 MN CHILD SUPPORT
682.27 PAYROLL ENDING 3/27/21 329458 GARNISHMENT
3/27/21
9592.20304/2/2021 Ded Pay - Garnishments Benefit Accrual
370.55 PAYROLL ENDING 3/27/21 329459 GARNISHMENT
3/27/21-1
9592.20304/2/2021 Ded Pay - Garnishments Benefit Accrual
238.57 PAYROLL ENDING 3/27/21 329460 GARNISHMENT
3/27/21-2
9592.20304/2/2021 Ded Pay - Garnishments Benefit Accrual
357.17 PAYROLL ENDING 3/27/21 329461 GARNISHMENT
3/27/21-3
9592.20304/2/2021 Ded Pay - Garnishments Benefit Accrual
1,648.56
219009 4/2/2021 120087 MN ENERGY RESOURCES CORP
100.75 RAHN PARK WARMING HOUSE 329408 0505212492-0000
1-MAR21
3106.64103/31/2021 Natural Gas Service Structure Care & Maintenance
142.20 PUMPHOUSE 2 329409 0503993940-0000
1-MAR21
6146.64103/31/2021 Natural Gas Service North Plant Building
5,204.05 NORTH TREATMENT PLANT 329410 0505460873-0000
1-MAR21
6146.64103/31/2021 Natural Gas Service North Plant Building
104.23 WELL #3 329411 0505460873-0000
2-MAR21
6146.64103/31/2021 Natural Gas Service North Plant Building
103.41 HOLZ FARM 329412 0506678453-0000
1-MAR21
3106.64103/31/2021 Natural Gas Service Structure Care & Maintenance
256.69 FIRE STATION 3 329413 0502709856-0000
1-MAR21
3313.64103/31/2021 Natural Gas Service Fire Buildings
98.51 TRAPP FARM PARK 329414 0506168916-0000
3-MAR21
3106.64103/31/2021 Natural Gas Service Structure Care & Maintenance
6,009.84
219010 4/2/2021 100663 MN TEAMSTERS 320
1,136.00 APRIL 2021 UNION DUES 329462 CLERICAL
3/27/21
9592.20294/2/2021 Ded Pay - Clerical Union Dues Benefit Accrual
2,706.00 APRIL 2021 UNION DUES 329463 PUB WKS MAINT
3/27/21
9592.20274/2/2021 Ded Pay - Pub Wks Union Dues Benefit Accrual
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
9Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219010 4/2/2021 100663 MN TEAMSTERS 320 Continued...
3,842.00
219011 4/2/2021 143252 MOSS & BARNETT
1,260.50 CENTURYLINK LEGAL REVIEW 329415 745628 9701.63113/31/2021 Legal PEG-eligible
1,260.50
219012 4/2/2021 154620 MSP METALS INC
48.00 FAB MATERIAL 329416 68882 3108.62203/31/2021 Operating Supplies - General Park Improvements
48.00
219013 4/2/2021 125742 NATIONAL DRIVE
2.00 PAYROLL ENDING 3/27/21 329464 032721 9592.20374/2/2021 Ded Payable-Teamsters DRIVE Benefit Accrual
2.00
219014 4/2/2021 111420 NORTHSTAR IMAGING SERVICES
153.00 MISSION STATEMENT SIGNS 329417 ELNVOICE26797 1221.62103/31/2021 Office Supplies Administration-Fire
153.00
219015 4/2/2021 158199 NORTHWEST CANOE
506.50 CANOE HULL REPAIR 329418 4038 6501.62343/31/2021 Field/Other Equipment Repair G/A - Water Quality
506.50
219016 4/2/2021 139304 NUSS TRUCK EQUIPMENT
34.69 WORK ORDER 298 329419 7164901P 9001.14153/31/2021 Inventory - Parts General Fund
34.69
219017 4/2/2021 143709 OREILLY AUTO PARTS
68.76 WO 313 329420 3287-272728 9001.14153/31/2021 Inventory - Parts General Fund
68.76
219018 4/2/2021 115253 PELLICCI ACE HARDWARE
21.18 MISC REPAIR SUPPLIES 329421 20788 /E 1225.62303/31/2021 Repair/Maintenance Supplies-Ge Fire / EMS Equipment
6.99 MISC REPAIR SUPPLIES 329422 20790 /E 1225.62343/31/2021 Field/Other Equipment Repair Fire / EMS Equipment
28.17
219019 4/2/2021 114696 PROSHEK, JIM
15.00 TRAINING MEALS 329423 030121 1104.64763/31/2021 Conferences/Meetings/Training Patrolling/Traffic
15.00
219020 4/2/2021 100361 R & R SPECIALTIES INC
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
10Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219020 4/2/2021 100361 R & R SPECIALTIES INC Continued...
15.00 BLADES SHARPENED 329424 0072539-IN 6602.62303/31/2021 Repair/Maintenance Supplies-Ge Equipment Repair & Maint.
15.00
219021 4/2/2021 143557 RANDSTAD (R)
1,164.29 ADMIN ASSIST 3/14-3/20/21 329451 R28554400 9695.65614/1/2021 Temporary Help-Labor/Clerical Dakota Co Drug Task Force
1,164.29
219022 4/2/2021 149711 SAFE-FAST INC.
485.00 PPE CHAINSAW BOOTS 329425 INV243514 6438.62223/31/2021 Medical/Rescue/Safety Supplies Storm Main Maintenance/Repair
485.00
219023 4/2/2021 100683 SAMS CLUB GECF
103.94 BINGO SUPPLIES 329465 003789-022221 3078.62274/2/2021 Recreation Equipment/Supplies Senior Citizens
46.40 SUPPLIES 329466 000798 3057.62274/2/2021 Recreation Equipment/Supplies Preschool Programs
42.70 CLEANING SUPPLIES 329467 009148 1118.62204/2/2021 Operating Supplies - General Emergency management
12.74 LYSOL 329468 009977 1118.62204/2/2021 Operating Supplies - General Emergency management
153.48 SUPPLIES 329469 004087-031521 3057.62274/2/2021 Recreation Equipment/Supplies Preschool Programs
28.96 SUPPLIES 329470 004369-031621 3078.62274/2/2021 Recreation Equipment/Supplies Senior Citizens
15.84 ECC EVENTS 329471 009010-031921 6802.68554/2/2021 Merchandise for Resale Banquet Room
404.06
219024 4/2/2021 102748 SCIPIONI, CINDY
104.66 UNIFORM SCIPIONI 329452 031421 1107.62244/1/2021 Clothing/Personal Equipment Support Services
104.66
219025 4/2/2021 151416 SMART DELIVERY SERVICE INC
240.80 INTEROFFICE MAIL 03-15-21 329426 75284 0401.65353/31/2021 Other Contractual Services General & Admn-City Clerk
240.80
219026 4/2/2021 150342 SMSC WATER BOTTLING FACILITY
624.60 WATER FOR CALLS/TRAINING 329427 19567 1223.62203/31/2021 Operating Supplies - General Training Fire & EMS
624.60
219027 4/2/2021 114471 SPRINT
42.24 POLICE STREET POST 329428 204988812-160 1104.63493/31/2021 Teleprocessing Equipment Patrolling/Traffic
42.24
219028 4/2/2021 151382 STEINHOUSE, GARY
44.00 UNIFORM REPAIR 329429 032321 1221.62243/31/2021 Clothing/Personal Equipment Administration-Fire
44.00
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
11Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219028 4/2/2021 151382 STEINHOUSE, GARY Continued...
219029 4/2/2021 121089 STEININGER INC., MAX
280.00 CONCRETE/ASPHALT DEBRIS 329430 519 2220.62553/31/2021 Street Repair Supplies Bituminous Surface Maint
280.00
219030 4/2/2021 102589 STREAMLINE DESIGN INC.
1,065.00 UNIFORM T-SHIRTS 329431 40631 1221.62243/31/2021 Clothing/Personal Equipment Administration-Fire
1,065.00
219031 4/2/2021 101807 SUN BADGE CO.
1,596.64 BADGE - NEW OFFICER/PROMO 329453 404512 1104.62244/1/2021 Clothing/Personal Equipment Patrolling/Traffic
1,596.64
219032 4/2/2021 127800 SUPERIOR MECHANICAL COLLISION
7,646.13 SUPERIOR, CLAIM 108100 329432 36325 9591.63863/31/2021 Insurance Deductible Risk Management
7,646.13
219033 4/2/2021 107312 SWEENEY, SEAN
59.18 TRAINING MEALS 329433 022521 1104.64763/31/2021 Conferences/Meetings/Training Patrolling/Traffic
59.18
219034 4/2/2021 143384 TAYLOR ELECTRIC COMPANY
626.61 STP SELECTOR SWITCH FL2 FEED 329434 1649 6155.64323/31/2021 Utility System Repair-Labor South Plant Production
2,903.79 NTP INSTALL 2 POWER METERS 329435 1648 6146.64273/31/2021 Building Operations/Repair-Lab North Plant Building
3,530.40
219035 4/2/2021 108989 TECH SALES CO.
5,000.00 ISCO CALIBRATIONS 329436 324992 6244.63103/31/2021 Professional Services-General Sewer System Meterng/Monitorng
5,000.00
219036 4/2/2021 100218 TOTAL TOOL
907.51 FREEZE KIT REPAIR 329437 01451855 6161.62323/31/2021 Small Equipment Repair Parts Meter Replacement
907.51
219037 4/2/2021 100223 TRI STATE BOBCAT
30.15 CHAINSAW BAR OIL 329438 P52095 2273.62203/31/2021 Operating Supplies - General Emerald Ash Borer-Public
30.15
219038 4/2/2021 158219 TRUSTED METRO OFFICIALS
1,200.00 BASKETBALL OFFICIALS 329485 03192022 3076.63274/1/2021 Sporting Event Officials Adult Basketball-Men
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
12Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219038 4/2/2021 158219 TRUSTED METRO OFFICIALS Continued...
1,200.00
219039 4/2/2021 100464 VALLEY-RICH COMPANY INC
22,092.09 MAINBREAK REPAIR 329439 29263 6160.64323/31/2021 Utility System Repair-Labor Main Maintenance/Repair
22,092.09
219040 4/2/2021 100706 WAL MART
28.06 SUP 329472 000000-022421 3057.62274/2/2021 Recreation Equipment/Supplies Preschool Programs
9.63 RANGE SUPPLIES 329473 000000-022521 1104.62284/2/2021 Ammunition Patrolling/Traffic
159.00 VACCUUM 329474 000000-030121 3057.62274/2/2021 Recreation Equipment/Supplies Preschool Programs
196.69
219041 4/2/2021 153713 WINDSCHITL, CATHY
450.00 CLEAN 3/4 3/11 3/18 3/24 329454 27 9695.62334/1/2021 Building Repair Supplies Dakota Co Drug Task Force
450.00 CLEAN 2/4 2/11 2/18 2/25 329455 26 9695.62334/1/2021 Building Repair Supplies Dakota Co Drug Task Force
900.00
219042 4/2/2021 113476 WISCONSIN SUPPORT COLLECTIONS TRUST FUND
363.81 PAYROLL ENDING 3/27/21 329475 GARNISHMENT
3/27/21
9592.20304/2/2021 Ded Pay - Garnishments Benefit Accrual
363.81
219043 4/2/2021 113897 WORKING WORDS
562.50 EDIT EXP. EAGAN 4-2021 329440 EEN-001 0902.63103/31/2021 Professional Services-General Experience Eagan Newsletter
562.50
219044 4/2/2021 104542 WSB & ASSOCIATES, INC.
287.79 GIS CONSULTING 329441 R-017676-000 -
1
3201.63103/31/2021 Professional Services-General Administrative/General
468.54 GIS CONSULTING 329441 R-017676-000 -
1
2201.65353/31/2021 Other Contractual Services Gen/Adm-Streets
127.17 GIS CONSULTING 329441 R-017676-000 -
1
6136.63103/31/2021 Professional Services-General GIS - Utilities
883.50
20210128 4/2/2021 100249 FIT
142,921.34 PAYROLL ENDING 3/27/21 329489 040221 9880.20114/2/2021 Ded Payable - FIT Payroll
142,921.34
20210129 4/2/2021 100250 COMMISIONER OF REVENUE-PAYROLL
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
13Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20210129 4/2/2021 100250 COMMISIONER OF REVENUE-PAYROLL Continued...
40,730.03 PAYROLL ENDING 3/27/21 329490 040221 9880.20124/2/2021 Ded Payable - SIT Payroll
40,730.03
20210130 4/2/2021 100252 FICA
34,584.16 PAYROLL ENDING 3/27/21 329491 040221 9880.20144/2/2021 Ded Payable - FICA Payroll
34,584.16
20210131 4/2/2021 100253 MEDICARE
14,150.01 PAYROLL ENDING 3/27/21 329492 040221 9880.20154/2/2021 Ded Payable - Medicare Payroll
14,150.01
20210314 4/2/2021 100693 EAGAN PAYROLL ACCT
774,605.49 PAYROLL ENDING 3/27/21 329488 040121 9001.11154/2/2021 Claim on Cash General Fund
11,606.11 PAYROLL ENDING 3/27/21 329488 040121 9197.11154/2/2021 Claim on Cash ETV
80,375.95 PAYROLL ENDING 3/27/21 329488 040121 9220.11154/2/2021 Claim on Cash Public Utilities
16,089.57 PAYROLL ENDING 3/27/21 329488 040121 9221.11154/2/2021 Claim on Cash Civic Arena
4,625.52 PAYROLL ENDING 3/27/21 329488 040121 9222.11154/2/2021 Claim on Cash Cascade Bay
27,790.71 PAYROLL ENDING 3/27/21 329488 040121 9223.11154/2/2021 Claim on Cash Central Park/Community Center
142,776.76 PAYROLL ENDING 3/27/21 329488 040121 9592.11154/2/2021 Claim on Cash Benefit Accrual
48,734.17 PAYROLL ENDING 3/27/21 329488 040121 9592.61444/2/2021 FICA Benefit Accrual
1,106,604.28
20212004 3/31/2021 100279 US BANK NA-DEBT SERVICE WIRE
220,000.00 2017A 4/1 PMT 329478 033121 9441.64903/31/2021 Bond Payment - Principal 2008A/2017A MDS Refding Bds DS
22,781.25 2017A 4/1 PMT 329478 033121 9441.64913/31/2021 Bond Payment - Interest 2008A/2017A MDS Refding Bds DS
242,781.25
20212507 4/2/2021 115374 MN STATE RETIREMENT SYSTEM-HCSP
31,470.23 EMPLOYEE CONTRIBUTIONS 329479 040221 9592.20344/2/2021 Ded Payable-HCSP Benefit Accrual
31,470.23
20213207 4/2/2021 138969 MN STATE RETIREMENT SYSTEM-MNDCP
12,061.50 EMPLOYEE CONTRIBUTIONS 329480 040221 9592.20324/2/2021 Ded Pay - Great West Def Comp Benefit Accrual
12,061.50
20214207 4/2/2021 100892 ICMA RETIREMENT TRUST
44,961.24 EMPLOYEE CONTRIBUTIONS 329481 040221 9592.20314/2/2021 Ded Pay - ICMA Benefit Accrual
44,961.24
20215613 4/2/2021 147907 SELECT ACCOUNT
4/1/2021City of Eagan 16:00:25R55CKR2LOGIS102V
14Page -Council Check Register by GL
Check Register w GL Date & Summary
4/2/20213/29/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
20215613 4/2/2021 147907 SELECT ACCOUNT Continued...
12,492.24 FLEX REIMBURSEMENT 329482 040121 9592.22154/2/2021 Flex Plan Withholding Payable Benefit Accrual
12,492.24
20218007 4/2/2021 100694 PUBLIC EMPLOYEE RETIREMENT
76.96 PAYROLL PERIOD 3/14/21-3/27/21 329483 434600-032721 9592.61464/2/2021 PERA - DCP Benefit Accrual
90,821.10 PAYROLL PERIOD 3/14/21-3/27/21 329483 434600-032721 9592.20134/2/2021 Ded Payable - PERA Benefit Accrual
44,064.41 PAYROLL PERIOD 3/14/21-3/27/21 329483 434600-032721 9592.61424/2/2021 PERA - Coordinated Benefit Accrual
78,832.61 PAYROLL PERIOD 3/14/21-3/27/21 329483 434600-032721 9592.61434/2/2021 PERA - Police Benefit Accrual
213,795.08
20218513 3/31/2021 151185 HEALTHPARTNERS INC
3,418.80 DENTAL CLAIMS REIMBURSEMENT 329477 032921 9594.61583/31/2021 Dental Insurance Dental Self-insurance
3,418.80
20219504 4/2/2021 153990 EAGAN PROFESSNAL FIREFIGHTERS LOCAL 5171
2,807.35 LOCAL 5171 EMPLOYEE UNION DUES 329484 040221 9592.20394/2/2021 Ded Payable - FF Union Dues Benefit Accrual
2,807.35
2,198,149.21 Grand Total Payment Instrument Totals
Checks 2,198,149.21
Total Payments 2,198,149.21
4/1/2021City of Eagan 16:00:28R55CKS2LOGIS100
1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
4/2/20213/29/2021 -
Company Amount
879,617.0409001GENERAL FUND
46,892.2909116CEDAR GROVE PARKING GARAGE
13,768.9609197ETV
149,443.7209220PUBLIC UTILITIES
16,788.7109221CIVIC ARENA
4,625.5209222CASCADE BAY
27,806.5509223CENTRAL PARK /COMMUNITY CENTER
105.5609335EQUIPMENT REVOLVING
646.7709336GENERAL FACILITIES RENEW & REP
242,781.25094412008A/2017A MSA Refding Bds DS
57,931.2709591RISK MANAGEMENT
519,272.9409592BENEFIT ACCRUAL
3,418.8009594Dental Self-insurance
2,664.2909695DAK CO DRUG TASK FORCE
232,385.5409880PAYROLL
Report Totals 2,198,149.21
4/8/2021City of Eagan 16:22:54R55CKR2 LOGIS102V
1Page -Council Check Register by GL
Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219045 4/9/2021 100742 ABC RENTALS INC.
974.71 INVENTORY 329497 278025 9001.14154/7/2021 Inventory - Parts General Fund
974.71
219046 4/9/2021 158200 ADAMS, LAWRENCE
15.79 15611-OVRPMNT 1124 STATION TR 329498 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
15.79
219047 4/9/2021 150476 ALLSTREAM
234.35 TELEPHONE 329499 17408590 0501.63474/7/2021 Telephone Service & Line Charg General & Admn-Finance
276.20 TELEPHONE 329499 17408590 1108.63474/7/2021 Telephone Service & Line Charg Communications
108.80 TELEPHONE 329499 17408590 2460.63474/7/2021 Telephone Service & Line Charg Building And Grounds
66.96 TELEPHONE 329499 17408590 1221.63474/7/2021 Telephone Service & Line Charg Administration-Fire
50.56 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
48.62 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
48.62 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
48.63 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
48.63 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
47.99 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
50.56 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
50.56 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
50.56 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
47.99 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
47.99 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
48.38 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
53.83 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
50.56 TELEPHONE 329499 17408590 3106.63474/7/2021 Telephone Service & Line Charg Structure Care & Maintenance
53.29 TELEPHONE 329499 17408590 3304.63474/7/2021 Telephone Service & Line Charg Bldg/Facilities Maintenance
49.27 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
49.27 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
50.56 TELEPHONE 329499 17408590 0301.63524/7/2021 Telephone Circuits IT-Gen & Admn
15.13 TELEPHONE 329499 17408590 0501.63474/7/2021 Telephone Service & Line Charg General & Admn-Finance
17.83 TELEPHONE 329499 17408590 1108.63474/7/2021 Telephone Service & Line Charg Communications
7.02 TELEPHONE 329499 17408590 2460.63474/7/2021 Telephone Service & Line Charg Building And Grounds
4.32 TELEPHONE 329499 17408590 1221.63474/7/2021 Telephone Service & Line Charg Administration-Fire
58.67 TELEPHONE 329499 17408590 9116.63524/7/2021 Telephone Circuits Cedar Grove Parking Garage
58.67 TELEPHONE 329499 17408590 9116.63524/7/2021 Telephone Circuits Cedar Grove Parking Garage
58.67 TELEPHONE 329499 17408590 9116.63524/7/2021 Telephone Circuits Cedar Grove Parking Garage
58.68 TELEPHONE 329499 17408590 9116.63524/7/2021 Telephone Circuits Cedar Grove Parking Garage
58.68 TELEPHONE 329499 17408590 9116.63524/7/2021 Telephone Circuits Cedar Grove Parking Garage
58.68 TELEPHONE 329499 17408590 9116.63524/7/2021 Telephone Circuits Cedar Grove Parking Garage
4/14/21
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
2Page -Council Check Register by GL
Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219047 4/9/2021 150476 ALLSTREAM Continued...
25.11 TELEPHONE 329499 17408590 6101.63474/7/2021 Telephone Service & Line Charg Water -Administration
48.49 TELEPHONE 329499 17408590 6146.63474/7/2021 Telephone Service & Line Charg North Plant Building
48.50 TELEPHONE 329499 17408590 6146.63474/7/2021 Telephone Service & Line Charg North Plant Building
48.50 TELEPHONE 329499 17408590 6146.63474/7/2021 Telephone Service & Line Charg North Plant Building
48.50 TELEPHONE 329499 17408590 6146.63474/7/2021 Telephone Service & Line Charg North Plant Building
48.50 TELEPHONE 329499 17408590 6146.63474/7/2021 Telephone Service & Line Charg North Plant Building
48.85 TELEPHONE 329499 17408590 6154.63474/7/2021 Telephone Service & Line Charg South Plant Building
48.85 TELEPHONE 329499 17408590 6154.63474/7/2021 Telephone Service & Line Charg South Plant Building
48.84 TELEPHONE 329499 17408590 6154.63474/7/2021 Telephone Service & Line Charg South Plant Building
1.62 TELEPHONE 329499 17408590 6101.63474/7/2021 Telephone Service & Line Charg Water -Administration
33.48 TELEPHONE 329499 17408590 6601.63474/7/2021 Telephone Service & Line Charg General/Administrative-Arena
2.16 TELEPHONE 329499 17408590 6601.63474/7/2021 Telephone Service & Line Charg General/Administrative-Arena
33.48 TELEPHONE 329499 17408590 6716.63474/7/2021 Telephone Service & Line Charg General Administration
2.16 TELEPHONE 329499 17408590 6716.63474/7/2021 Telephone Service & Line Charg General Administration
58.59 TELEPHONE 329499 17408590 6801.63474/7/2021 Telephone Service & Line Charg General & Administrative
3.78 TELEPHONE 329499 17408590 6801.63474/7/2021 Telephone Service & Line Charg General & Administrative
2,527.94
219048 4/9/2021 148129 AMAZON
15.98 CABLES 329680 468343885588 1105.65204/9/2021 Major Investigation Expenses Investigation/Crime Prevention
315.00 RESPIRATORS 329681 696447549496 1104.62264/9/2021 Public Safety Supplies Patrolling/Traffic
59.94 PHONE HOLDERS 329682 775588859768 2010.62204/9/2021 Operating Supplies - General General Engineering
62.86 PRINTER PAPER 329683 473798953846 6201.62104/9/2021 Office Supplies San Sewer-Administration
63.90 TIRE CHAINS 329684 556534459598 2244.62314/9/2021 Mobile Equipment Repair Parts Street Equipment Repair/Mtn
186.51 FLAT WAGON 329685 834585775867 3201.62444/9/2021 Chemicals & Chemical Products Administrative/General
33.78 RADIO POUCHES 329686 996548534954 1105.62244/9/2021 Clothing/Personal Equipment Investigation/Crime Prevention
41.38 PIPE MARKERS 329687 644584437457 3304.62334/9/2021 Building Repair Supplies Bldg/Facilities Maintenance
56.32 ICE PICKES/HAND WARMERS 329688 466775955764 6501.62204/9/2021 Operating Supplies - General G/A - Water Quality
89.64 WEBCAMS 329689 453353534649 1118.62264/9/2021 Public Safety Supplies Emergency management
19.98 SUPPLIES 329690 457485543566 0301.66604/9/2021 Office Furnishings & Equipment IT-Gen & Admn
47.50 HDMI DISPLAY ADAPTER 329691 459796835639 2010.66604/9/2021 Office Furnishings & Equipment General Engineering
45.98 EXTERNAL CD DRIVES 329692 639869536954 1105.66604/9/2021 Office Furnishings & Equipment Investigation/Crime Prevention
27.84 GARDEN SPRAYERS 329693 653974775886 3201.62444/9/2021 Chemicals & Chemical Products Administrative/General
27.98 SUPPLIES 329694 437736369454 1221.62304/9/2021 Repair/Maintenance Supplies-Ge Administration-Fire
14.98 TAPE DISPENSERS 329695 943996866867 6201.62104/9/2021 Office Supplies San Sewer-Administration
140.36 SALT TERMINATOR ENGINE FLUSH 329696 443389763334 2270.62204/9/2021 Operating Supplies - General Building And Grounds-Mtn
90.98 SUPPLIES 329697 453679594783 1107.62124/9/2021 Office Small Equipment Support Services
114.73 BADGE CLIPS 329698 463543633646 6801.62104/9/2021 Office Supplies General & Administrative
163.46 SUPPLIES 329699 464653345786 0801.62104/9/2021 Office Supplies General & Admn-Protective Insp
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219048 4/9/2021 148129 AMAZON Continued...
41.00 SUPPLIES 329700 765457778564 0801.62104/9/2021 Office Supplies General & Admn-Protective Insp
48.89 ECC OP SUPPLIES 329701 876648753454 6801.62204/9/2021 Operating Supplies - General General & Administrative
141.74 FLASH DRIVE MEMORY STICKS 329702 874956866888 1104.62264/9/2021 Public Safety Supplies Patrolling/Traffic
30.98 SUPPLIES 329703 464757757786 3081.62274/9/2021 Recreation Equipment/Supplies Arts & Humanities Council
29.09 HANGING FILES 329704 579476634855 6201.62104/9/2021 Office Supplies San Sewer-Administration
26.99 IPAD CASE 329705 658434333654 6201.62104/9/2021 Office Supplies San Sewer-Administration
17.28 SUPPLIES 329706 437653369959 3001.62274/9/2021 Recreation Equipment/Supplies General/Admn-Recreation
47.94 1ST AID SUPPLIES 329707 467587776853 6801.62224/9/2021 Medical/Rescue/Safety Supplies General & Administrative
37.79 IPAD CASE 329708 437736736956 0801.62104/9/2021 Office Supplies General & Admn-Protective Insp
66.81 GARDEN HOSE SHUTOFF VALVE 329709 445348969359 3201.62204/9/2021 Operating Supplies - General Administrative/General
74.97 ALUMINUM WATERING WANDS 329710 448537338443 3201.62204/9/2021 Operating Supplies - General Administrative/General
85.50 CAT CABLE NEW SQUAD CARS 329711 796947486758 3511.66804/9/2021 Mobile Equipment Equip Rev Fd-Dept 11
27.84 SUPPLIES 329712 439785797554 6201.62104/9/2021 Office Supplies San Sewer-Administration
32.12 PHONE ACCESSORIES 329713 454843893399 3170.66604/9/2021 Office Furnishings & Equipment General AdmIn-Parks
29.99 SUPPLIES 329714 834669947586 3001.62274/9/2021 Recreation Equipment/Supplies General/Admn-Recreation
47.98 SUPPLIES 329714 834669947586 3057.62274/9/2021 Recreation Equipment/Supplies Preschool Programs
62.00 SUPPLIES 329715 449754368738 1153.62284/9/2021 Ammunition Civil Disturbance Management
117.92 WEBCAM W/MICROPHONE 329716 585487449686 1118.66604/9/2021 Office Furnishings & Equipment Emergency management
33.98 SUPPLIES 329717 856467659935 1104.62264/9/2021 Public Safety Supplies Patrolling/Traffic
18.97 SUPPLIES 329718 437464376655 1221.62204/9/2021 Operating Supplies - General Administration-Fire
79.99-RETURNED ITEM 329719 437354696677 1107.62124/9/2021 Office Small Equipment Support Services
10.99-RETURNED ITEM 329720 449648366366 1107.62124/9/2021 Office Small Equipment Support Services
45.89 SUPPLIES 329721 593593488695 6201.62104/9/2021 Office Supplies San Sewer-Administration
2,593.79
219049 4/9/2021 100058 ANDERSEN INC, EARL F
365.00-SIGN MATS CREDIT 329493 0124815-CM 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
430.65-SIGN MATS CREDIT 329494 0124788-CM 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
135.60 SIGN MATERIALS 329495 0124782-IN 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
221.75 SIGN MATERIALS 329496 0125020-IN 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
321.41-SCRAP ALUM CREDIT 329500 0125777-CM 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
90.40 SIGN MATERIALS 329501 0125963-IN 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
877.65 SIGN MATERIALS 329501 0125963-IN 8415.67184/7/2021 Project - Other Charges P1415 Canterbury Forest
1,297.85 SIGN MATERIALS 329501 0125963-IN 8414.67184/7/2021 Project - Other Charges P1414 Oakbrooke Addn
82.45 SIGN MATERIALS 329501 0125963-IN 8413.67184/7/2021 Project - Other Charges P1413 Johnny Cake Ridge Rd
585.10 SIGN MATERIALS 329501 0125963-IN 8412.67184/7/2021 Project - Other Charges P1412 Letendre 1st
164.90 SIGN MATERIALS 329501 0125963-IN 8410.67184/7/2021 Project - Other Charges P1410 Oakview Center
877.65 SIGN MATERIALS 329501 0125963-IN 8409.67184/7/2021 Project - Other Charges P1409 Eagandale Industrial Par
3,216.29
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219049 4/9/2021 100058 ANDERSEN INC, EARL F Continued...
219050 4/9/2021 100360 APPLE FORD LINCOLN APPLE VALLEY
233.41 2021-355 329502 522245 9001.14154/7/2021 Inventory - Parts General Fund
233.41
219051 4/9/2021 144673 ARCADE ELECTRIC
1,017.17 PARTS TO REPLACE FOYER HEATERS 329503 12326 6602.62304/7/2021 Repair/Maintenance Supplies-Ge Equipment Repair & Maint.
335.00 LABOR TO REPLACE FOYER HEATERS 329503 12326 6602.65354/7/2021 Other Contractual Services Equipment Repair & Maint.
1,352.17
219052 4/9/2021 158201 ASH, MATTHEW
18.45 15611-OVRPMNT 1950 TIMBER WOLF 329504 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
18.45
219053 4/9/2021 158222 ASPEN EXTERIORS INC
118.00 BUILDING PERMIT 329505 167387 0801.40854/7/2021 Building General & Admn-Protective Insp
2.50 329505 167387 9001.21954/7/2021 Due to State - Permit Surcharg General Fund
120.50
219054 4/9/2021 121083 ASPEN MILLS
147.96 UNIFORMS - E GESKE 329558 271507 1221.62244/7/2021 Clothing/Personal Equipment Administration-Fire
147.96
219055 4/9/2021 101609 ASPEN WASTE
93.09 DOG PARK TRASH 329722 S1322070-040121 3111.65394/8/2021 Waste Removal/Sanitation Servi Refuse/Waste Control
93.09
219056 4/9/2021 144521 ASSOCIATION OF MINNESOTA COUNTIES
75.00 CITY CLERK JOB POSTING 329506 58452 1001.63584/7/2021 Employment Advertising General/Admn-Human Resources
75.00
219057 4/9/2021 131079 ASTLEFORD INTERNATIONAL
153.73-RETURN 329507 02P4019 9001.14154/7/2021 Inventory - Parts General Fund
128.06 WO FOR 1213 329508 02P4014 9001.14154/7/2021 Inventory - Parts General Fund
16.88 WO 2021-249 329509 02P3965 9001.14154/7/2021 Inventory - Parts General Fund
437.50-RETURN 329510 02P4323 9001.14154/7/2021 Inventory - Parts General Fund
532.13 WO 2021-321 329511 02P4560 9001.14154/7/2021 Inventory - Parts General Fund
2,869.22 WO 2021-321 329512 02P4352 9001.14154/7/2021 Inventory - Parts General Fund
2,955.06
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219058 4/9/2021 158011 AVESIS Continued...
607.93 VISION 329723 2698026 9592.20364/8/2021 Ded payable - Vision Benefit Accrual
607.93
219059 4/9/2021 100397 BATTERIES PLUS
55.90 EQUIPMENT BATTERY 329753 P38239462 6501.62204/8/2021 Operating Supplies - General G/A - Water Quality
55.90
219060 4/9/2021 158202 BEIHN, JEFFREY
256.28 15611-OVRPMNT 3257 SAWGRASS TR 329724 033021 9220.22504/8/2021 Escrow Deposits Public Utilities
256.28
219061 4/9/2021 101811 BREDEMUS HARDWARE CO INC
488.50 LOCK REPAIR 329754 263263 3304.65354/8/2021 Other Contractual Services Bldg/Facilities Maintenance
488.50
219062 4/9/2021 142923 BUREAU OF CRIMINAL APPREHENSION
630.00 CDJN ACCESS FEE-1ST QTR 2021 329513 0000649472 1104.63494/7/2021 Teleprocessing Equipment Patrolling/Traffic
630.00
219063 4/9/2021 151299 CINTAS
52.10 RUGS 329725 4080286924 6154.65354/8/2021 Other Contractual Services South Plant Building
52.10
219064 4/9/2021 154192 CLEANCHOICE ENERGY
429.00 2/1/21-2/28/21 329514 INV200150655 9116.64054/7/2021 Electricity Cedar Grove Parking Garage
429.00
219065 4/9/2021 142286 COMCAST
29.82 CABLE SERVICES-APR 2021 329515 877210508005717
3-032021
0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
29.82
219066 4/9/2021 142286 COMCAST
21.36 COMCAST 4/5/21-5/4/21 329516 877210508075712
9-032521
1221.65354/7/2021 Other Contractual Services Administration-Fire
21.36
219067 4/9/2021 100040 CONT SAFETY EQUIP
341.00 MASK FOR PAINTING 329517 453132 6146.62224/7/2021 Medical/Rescue/Safety Supplies North Plant Building
229.36 PERSONAL PROTECTIVE EQUIPMENT 329518 453137 3201.62224/7/2021 Medical/Rescue/Safety Supplies Administrative/General
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219067 4/9/2021 100040 CONT SAFETY EQUIP Continued...
744.18 FILTER PLATE FOR FULL FACE SHI 329519 453188 6104.62224/7/2021 Medical/Rescue/Safety Supplies Safety
1,314.54
219068 4/9/2021 150880 CORE & MAIN LP
64.94 PLUMBING FOR WELL 6 329520 N900178 6148.62304/7/2021 Repair/Maintenance Supplies-Ge North Well Field
300.69-CREDIT FOR WELL 13 329521 N884190 6156.62604/7/2021 Utility System Parts/Supplies South Well Field
103.28 PLUMBING FOR WELL 13 329522 N872151 6156.62304/7/2021 Repair/Maintenance Supplies-Ge South Well Field
153.77 WELL 13 FOR AIR VAC VALVE 329523 N875479 6156.62604/7/2021 Utility System Parts/Supplies South Well Field
23,040.00 METER REPLACEMENT 329524 N804643 6162.66304/7/2021 Other Improvements Meter Reading
13,050.00 METER REPLACEMENT 329525 N831969 6160.66304/7/2021 Other Improvements Main Maintenance/Repair
137.02 WELL 13 PROJECT 329526 N932290 6156.62604/7/2021 Utility System Parts/Supplies South Well Field
6,944.35 NTP B/W CHECK VALVES (A & B)329527 N923197 6147.62604/7/2021 Utility System Parts/Supplies North Plant Production
34.56 WELL 13 AIR VAC VALVE 329528 N907429 6156.62304/7/2021 Repair/Maintenance Supplies-Ge South Well Field
295.03 GASKETS AND BOLTS FOR CHECK VA 329529 N923212 6147.62304/7/2021 Repair/Maintenance Supplies-Ge North Plant Production
43,522.26
219069 4/9/2021 144270 COVERTTRACK GROUP INC. (R)
1,805.00 2 STEALTH TRACKING DEVICES 329726 43513 9695.66804/8/2021 Mobile Equipment Dakota Co Drug Task Force
1,805.00
219070 4/9/2021 100688 CROWN RENTAL
118.80 SAND BLASTER FOR 1 DAY 329530 338421-1 6148.64574/7/2021 Machinery & Equipment-Rental North Well Field
118.80
219071 4/9/2021 104559 CUSTOM FIRE APPARATUS, INC.
135.25 WO 2021-340 329531 0020342-IN 9001.14154/7/2021 Inventory - Parts General Fund
135.25
219072 4/9/2021 153516 DAK CTY DRUGTASKFORCE-CHRISTOPHER MELTON
3,373.00 19-DC-900312 RETURN 329727 040221 9695.28654/8/2021 Pending Forfeitures Dakota Co Drug Task Force
3,373.00
219073 4/9/2021 153516 DAK CTY DRUGTASKFORCE-CHRISTOPHER MELTON
29.43 GUN LIGHTS&PROPANE PETTY CASH 329728 04022021 9695.62104/8/2021 Office Supplies Dakota Co Drug Task Force
29.43
219074 4/9/2021 100050 DAKOTA ELECTRIC
119.83 HOLZ FARM 329532 100914-1-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
16.72 DIFFLEY/LEXINGTON 329533 101738-3-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
28.21 DIFFLEY/LEXINGTON 329534 102634-3-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219074 4/9/2021 100050 DAKOTA ELECTRIC Continued...
45.43 OAK POND RD SAN LIFT STATION 329535 102843-0-MAR21 6239.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
11.66 DIFFLEY/LEXINGTON 329536 103085-7-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
31,777.24 RIVER HILLS STREET LIGHTS 329537 129548-4-MAR21 6301.64064/7/2021 Electricity-Street Lights Street Lighting
44.93 JOHNNYCAKE/CLIFF SIGNALS 329538 141558-7-MAR21 6301.64074/7/2021 Electricity-Signal Lights Street Lighting
56.05 GUN CLUB RD LIFT STATION 329539 166469-7-MAR21 6239.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
449.53 HOLLAND STORM 329540 183413-4-MAR21 6439.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
130.89 ELRENE RD HOCKEY RINK 329541 192536-1-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
1,131.35 CANTER GLEN STORM 329542 193566-7-MAR21 6439.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
101.81 LEXINGTON RESERVOIR 329543 200603-9-MAR21 6154.64094/7/2021 Electricity-Wells/Booster Stat South Plant Building
16.16 WESCOTT STORM 329544 201101-3-MAR21 6439.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
94.93 WOODLANDS STORM 329545 201125-2-MAR21 6439.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
96.93 NORTHVIEW IRRIGATION 329546 203049-2-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
30.98 OHMAN PARK SHELTER 329547 205375-9-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
11.66 DIFFLEY ROAD TUNNEL LITES 329548 214662-9-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
33.40 DIFFLEY/LEXINGTON 329549 221769-3-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
16.16 CLIFF RD AERATOR 329550 226044-6-MAR21 6520.64054/7/2021 Electricity Basin Mgmt-Aeration
45.30 MAJESTIC OAKS SAN 329551 288226-4-MAR21 6239.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
116.19 HAY LAKE RD AERATOR 329552 371946-5-MAR21 6520.64054/7/2021 Electricity Basin Mgmt-Aeration
16.16 WESCOTT TR GAZEBO 329553 393793-5-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
81.00 STEEPLECHASE CT LIFTSTATION 329554 401500-4-MAR21 6239.64054/7/2021 Electricity Lift Station Maintenanc/Repair
333.13 ART HOUSE 329555 412157-0-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
12.28 ART HOUSE GAZEBO 329556 440126-1-MAR21 3106.64054/7/2021 Electricity Structure Care & Maintenance
53.58 MARSH COVE SAN LIFT STATION 329557 441453-8-MAR21 6239.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
34,871.51
219075 4/9/2021 104566 DANSON, LOREN
109.00 UNIFORM ALLOWANCE 329559 032021 3201.21154/7/2021 Clothing Allowance Administrative/General
109.00
219076 4/9/2021 148203 DATABANK HOLDINGS LTD
1,125.50 DATABANK RENTAL-MAY 2021 329560 99327 0301.64564/7/2021 Building Rental IT-Gen & Admn
1,125.50
219077 4/9/2021 130735 DAVIS EQUIPMENT CORPORATION
34,999.00 PARKS UNIT 347 329561 EE05073 3531.66804/7/2021 Mobile Equipment Equip Rev Fd-Dept 31
34,999.00
219078 4/9/2021 100528 DELL MARKETING L P
1,783.27 REPLACEMENT PC - FELDMAN 329729 10477366930 0501.66604/8/2021 Office Furnishings & Equipment General & Admn-Finance
1,783.27
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219078 4/9/2021 100528 DELL MARKETING L P Continued...
219079 4/9/2021 118917 DEPARTMENT OF LABOR AND INDUSTRY
4,778.03 MARCH 2021 329562 033121 9001.21954/7/2021 Due to State - Permit Surcharg General Fund
4,778.03
219080 4/9/2021 100387 EAGAN GENERAL REPAIR
195.00 BRACE FOR WELL 13 329563 29312 6156.62304/7/2021 Repair/Maintenance Supplies-Ge South Well Field
195.00
219081 4/9/2021 158203 ELFERING, NANCY
75.00 15611-OVRPMNT 4502B CINNAMON R 329564 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
75.00
219082 4/9/2021 151785 EVERBRIDGE INC.
6,300.00 ORG. TEXTING TOOL - NIXLE 2021 329730 M58907 0901.65354/8/2021 Other Contractual Services Gen & Admin-Communications
6,300.00
219083 4/9/2021 100062 FACTORY MOTOR PARTS CO
39.70 2021-349 329565 1-6840431 9001.14154/7/2021 Inventory - Parts General Fund
39.70
219084 4/9/2021 100451 FASTENAL COMPANY
164.36 PAINT SUPPLIES WELL 2 329566 MNTC1256081 6156.62334/7/2021 Building Repair Supplies South Well Field
150.00 MISC SUPPLIES STP/NTP 329567 MNTC1256090 6146.62304/7/2021 Repair/Maintenance Supplies-Ge North Plant Building
100.00 MISC SUPPLIES STP/NTP 329567 MNTC1256090 6155.62304/7/2021 Repair/Maintenance Supplies-Ge South Plant Production
169.71 WIRE WHEELS FOR PAINTING 329568 MNTC1256219 6148.62304/7/2021 Repair/Maintenance Supplies-Ge North Well Field
142.47 WIRE WHEELS STOCK 329569 MNTC1256305 6148.62304/7/2021 Repair/Maintenance Supplies-Ge North Well Field
69.88 BOLTS FOR VALVE WELL 13 329570 MNTC1256353 6148.62304/7/2021 Repair/Maintenance Supplies-Ge North Well Field
1,491.20 WANDERING WALK BOARDWALKCIP 329571 MNTC1256064 2855.67634/7/2021 Trails Wandering Walk Park
19.04 ALUM STATION SUPPLIES 329572 MNTC1256496 6149.62304/7/2021 Repair/Maintenance Supplies-Ge Water Sampling/Testing
2,306.66
219085 4/9/2021 158204 FELDICK, BOB
26.49 15611-OVRPMNT 4260 JASPER DR 329573 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
26.49
219086 4/9/2021 158205 FERGUSON, REBEKAH
41.03 15611-OVRPMNT 1658 HICKORY HIL 329574 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
41.03
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219087 4/9/2021 122976 FIRE SAFETY USA INC.Continued...
465.00 DIRECT ISSUE TO 1213 329575 145884 9001.14154/7/2021 Inventory - Parts General Fund
405.00 UNIFORM BOOTS 329576 145752 1221.62244/7/2021 Clothing/Personal Equipment Administration-Fire
870.00
219088 4/9/2021 158235 FITZ'S BAR & GRILL
515.00 SOFTBALL TEAM REFUND 329577 1406023 3001.22504/7/2021 Escrow Deposits General/Admn-Recreation
515.00
219089 4/9/2021 143971 FLEETPRIDE
8.52 WO 307 329731 70575573 9001.14154/8/2021 Inventory - Parts General Fund
38.10 HARDWARE 329732 70886786 3103.62204/8/2021 Operating Supplies - General Site Amenity Maintenance
46.62
219090 4/9/2021 158206 FOX, EMILY
14.15 15611-OVRPMNT 4100 NICOLS RD 329578 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
14.15
219091 4/9/2021 158207 GEORGE, SIMI
68.16 15611-OVRPMNT 633 HILLSIDE DR 329579 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
68.16
219092 4/9/2021 100465 GERTEN GREENHOUSES
212.40 MARKING PAINT 329580 27951 /12 3118.62574/7/2021 Signs & Striping Material Athletic Field Mtn/Setup
974.47 WEED CONTROL - PREEMERGENCE 329581 28006 /12 3201.62444/7/2021 Chemicals & Chemical Products Administrative/General
1,186.87
219093 4/9/2021 154009 GITTLEMAN CONSTRUCTION & MAINT CORP
320.00 PRV REPAIR LABOR 329582 INV-78864 6152.64324/7/2021 Utility System Repair-Labor PRS Inspection/Maint/Repair
320.00
219094 4/9/2021 158236 GOBLIRSCH, CLARENCE
200.00 EAB COST SHARE 329758 2021 EAB-ASH TR 3209.68604/8/2021 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
200.00
219095 4/9/2021 102627 GOETSCH ASSOCIATES INC., W.W.
384.00 SERVICE CALL FOR B/W TANK MIXE 329583 105919 6147.64324/7/2021 Utility System Repair-Labor North Plant Production
384.00
219096 4/9/2021 130712 GOPHER SIGN COMPANY
260.28 STREET NAME SIGN BRACKETS 329584 109147 2242.62574/7/2021 Signs & Striping Material Signs-Installation & Mtn
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219096 4/9/2021 130712 GOPHER SIGN COMPANY Continued...
397.20 STREET NAME SIGN BRACKETS 329584 109147 8415.67184/7/2021 Project - Other Charges P1415 Canterbury Forest
633.91 STREET NAME SIGN BRACKETS 329584 109147 8414.67184/7/2021 Project - Other Charges P1414 Oakbrooke Addn
33.10 STREET NAME SIGN BRACKETS 329584 109147 8413.67184/7/2021 Project - Other Charges P1413 Johnny Cake Ridge Rd
274.33 STREET NAME SIGN BRACKETS 329584 109147 8412.67184/7/2021 Project - Other Charges P1412 Letendre 1st
66.20 STREET NAME SIGN BRACKETS 329584 109147 8410.67184/7/2021 Project - Other Charges P1410 Oakview Center
416.26 STREET NAME SIGN BRACKETS 329584 109147 8409.67184/7/2021 Project - Other Charges P1409 Eagandale Industrial Par
2,081.28
219097 4/9/2021 100077 GOPHER ST ONE CALL
167.40 ONE CALL FEE 329585 1030349 0301.65634/7/2021 Landscaping IT-Gen & Admn
788.40 ONE CALL FEE 329585 1030349 6234.63564/7/2021 One Call Service Fee Utility Locates
955.80
219098 4/9/2021 100083 HACH CO
10.35 6 MONTH LAB ORDER 329586 12374550 6149.62204/7/2021 Operating Supplies - General Water Sampling/Testing
94.85 6 MONTH LAB ORDER 329587 12376625 6149.62204/7/2021 Operating Supplies - General Water Sampling/Testing
56.39 6 MONTH LAB ORDER 329588 12389422 6149.63234/7/2021 Testing Services Water Sampling/Testing
22.65 6 MONTH LAB ORDER 329589 12391114 6149.63234/7/2021 Testing Services Water Sampling/Testing
184.24
219099 4/9/2021 141084 HANSON, ERIC
95.96 15611-OVRPMNT 1243 TIBERSHORE 329590 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
95.96
219100 4/9/2021 100085 HARDWARE HANK
17.98 MISC REPAIR SUPPLIES 329591 1964571 1225.62344/7/2021 Field/Other Equipment Repair Fire / EMS Equipment
14.85 ELECT COVERS FOR WELL 2 329592 1966009 6148.62304/7/2021 Repair/Maintenance Supplies-Ge North Well Field
9.48 ALUM STATION HARDWARE 329593 1966055 6439.62304/7/2021 Repair/Maintenance Supplies-Ge Lift Station Maintenanc/Repair
.99 HARDWARE 329594 1965557 3103.62204/7/2021 Operating Supplies - General Site Amenity Maintenance
2.84 HARDWARE 329595 1965991 3127.62204/7/2021 Operating Supplies - General Equipment Maintenance/Repair
46.14
219101 4/9/2021 152930 HARRIS MECHANICAL SERVICES LLC
155.81 PARTS TO CHANGE OIL ON DEHUMDI 329596 507027987 6602.62304/7/2021 Repair/Maintenance Supplies-Ge Equipment Repair & Maint.
417.00 LABOR TO CHANGE OIL ON DEHUMDI 329596 507027987 6602.65354/7/2021 Other Contractual Services Equipment Repair & Maint.
572.81
219102 4/9/2021 100064 HAWKINS WATER TRTMNT GROUP INC
2,496.00 CL2 NTP 329597 4907407 6147.62444/7/2021 Chemicals & Chemical Products North Plant Production
2,496.00
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219102 4/9/2021 100064 HAWKINS WATER TRTMNT GROUP INC Continued...
219103 4/9/2021 100267 HAYES ELECTRIC
1,811.99 ELECTRIC DOOR STRIKE TRAPP 329598 4495 3106.64274/7/2021 Building Operations/Repair-Lab Structure Care & Maintenance
1,811.99
219104 4/9/2021 143474 HILDEN, CORINE
19.50 CPR REIMBURSEMENT 329599 032321 3001.62224/7/2021 Medical/Rescue/Safety Supplies General/Admn-Recreation
19.50
219105 4/9/2021 149714 HYDROCORP
3,535.00 CROSS CONNECTION CONTROL PRG 329600 0061337-IN 6131.63104/7/2021 Professional Services-General Water Customer Service
3,535.00
219106 4/9/2021 158234 IDEAL SHIELD LLC
10,270.00 CMF RETAINING WALL GUARDRAIL 329733 0286563 3624.66304/8/2021 Other Improvements Facilities R&R Fd-Mtn Facility
10,270.00
219107 4/9/2021 157072 INDIGO SIGNWORKS INC
1,497.50 CIP FIRE STATION 2 AND 1 LOGO 329601 DP73977 9336.65354/7/2021 Other Contractual Services Gen Facilities Renew & Replmt
1,497.50
219108 4/9/2021 149654 KIESLERS POLICE SUPPLY
637.50 UNIFORM NEW OFFICERS 329602 IN162572 1104.62244/7/2021 Clothing/Personal Equipment Patrolling/Traffic
637.50
219109 4/9/2021 158231 KITTLESON, KARI
15.00 KARI KITTLESON FIRST AID TRAIN 329603 032321 6801.62224/7/2021 Medical/Rescue/Safety Supplies General & Administrative
15.00
219110 4/9/2021 100420 LEAGUE OF MINN CITIES INS TRUST
1,298.77 CLAIM CA108983 329604 6455 9591.63864/7/2021 Insurance Deductible Risk Management
1,298.77
219111 4/9/2021 139061 LEXISNEXIS RISK DATA MANAGEMENT INC
1,312.50 SOFTWARE MAINT-MARCH 2021 329605 805944-20210331 0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
1,312.50
219112 4/9/2021 100490 LIFEWORKS
181.15 LIFERWORKS CLEANING 329606 270909 3106.65374/7/2021 Janitorial Service Structure Care & Maintenance
181.15
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219112 4/9/2021 100490 LIFEWORKS Continued...
219113 4/9/2021 100116 MACQUEEN EQUIP
715.24 2021-321 329607 P33795 9001.14154/7/2021 Inventory - Parts General Fund
715.24
219114 4/9/2021 154996 MADOW, DEVON
202.39 CLOTHING ALLOWANCE - MADDOW 329608 032021 6401.21154/7/2021 Clothing Allowance Storm Sewer-Administration
202.39
219115 4/9/2021 156671 MARAS, JULIA
29.56 TARGET FOR DAK.WOODLANDS 329609 030421 3072.62274/7/2021 Recreation Equipment/Supplies CDBG - Youth
18.87 TARGET FOR XTREME ADVENTURES 329609 030421 3075.62274/7/2021 Recreation Equipment/Supplies CDBG - Teens
48.43
219116 4/9/2021 158208 MCCULLOCH, LYLE
56.71 15611-OVRPMNT 4278 SANDSTONE D 329610 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
56.71
219117 4/9/2021 102753 MINNCOR INDUSTRIES
55.00 BUSINESS CARDS - E. GESKE 329611 SOI-095837 1221.62104/7/2021 Office Supplies Administration-Fire
60.00 329612 SOI-095648 0801.62104/7/2021 Office Supplies General & Admn-Protective Insp
55.00 329613 SOI-095834 0801.62104/7/2021 Office Supplies General & Admn-Protective Insp
170.00
219118 4/9/2021 138430 MN ENERGY RESOURCES CORP (R)
236.98 MAR 2021 NATURAL GAS 329734 0507678830-0000
1-MAR2021
9695.64104/8/2021 Natural Gas Service Dakota Co Drug Task Force
198.35 MAR 2021 NATURAL GAS 329735 0504461082-0000
1-MAR21
9695.64104/8/2021 Natural Gas Service Dakota Co Drug Task Force
435.33
219119 4/9/2021 103029 MN FIRE SERVICE CERTIFICATION BOARD
260.00 INSPECTOR 2 CERTIFICATIONS 329614 8628 1228.64764/7/2021 Conferences/Meetings/Training Inspection and Prevention
260.00
219120 4/9/2021 110716 MN PLAYGROUND, INC.
1,508.88 PLAYGROUND PARTS 329615 2021057 3101.62524/7/2021 Parks & Play Area Supplies Playground Maintenance
1,508.88
219121 4/9/2021 156588 MORNEAU SHEPELL LIMITED
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219121 4/9/2021 156588 MORNEAU SHEPELL LIMITED Continued...
1,671.42 EAP-1ST QTR 2021 329736 1379633 1001.63194/8/2021 Medical Services - Other General/Admn-Human Resources
1,671.42
219122 4/9/2021 100146 MTI DISTR CO
518.15 PARKS BROOM REPLACEMENT 329616 1293239-00 9001.14154/7/2021 Inventory - Parts General Fund
518.15
219123 4/9/2021 104390 NARDINI FIRE EQUIPMENT
927.00 FIRE INSPECTION 329617 IV00166568 0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
465.00 FIRE INSPECTION 329618 IV00166544 0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
1,392.00
219124 4/9/2021 158209 NEUMANN, SUSAN
118.35 15611-OVRPMNT 4611 1/2 PENKWE 329737 033021 9220.22504/8/2021 Escrow Deposits Public Utilities
118.35
219125 4/9/2021 100149 NORTHERN TOOL
419.00 POWER EQUIPMENT REPLACEMENT 329619 0035060510 3201.66704/7/2021 Other Equipment Administrative/General
419.00
219126 4/9/2021 101667 NORTHWESTERN POWER EQUIP. CO. INC.
497.23 FILL VALVE AT NTP FOR TANKERS 329620 210134DJ 6146.64274/7/2021 Building Operations/Repair-Lab North Plant Building
497.23
219127 4/9/2021 156912 NORWEST CONTRACTORS INC
3,540.00 R&R ROOF REPLACE 329621 5483 3624.66204/7/2021 Buildings Facilities R&R Fd-Mtn Facility
13,625.00 R&R ROOF REPLACE 329622 5482 3624.66204/7/2021 Buildings Facilities R&R Fd-Mtn Facility
17,165.00
219128 4/9/2021 122435 OFFICE DEPOT (R)
83.72 TOWEL BAGS COFFEE CLEANER 329738 165278584001 9695.62104/8/2021 Office Supplies Dakota Co Drug Task Force
83.72
219129 4/9/2021 153708 OPEN TEXT INC
763.85 SOFTWARE MAINT 5/5/21-5/4/22 329623 9002441050 0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
763.85
219130 4/9/2021 158242 PAHR, PATRICE
6,984.78 FINAL PAY CHECK3/14/21-3/27/21 329679 032721 9220.22504/9/2021 Escrow Deposits Public Utilities
536.07-FINAL PAY CHECK3/14/21-3/27/21 329679 032721 9220.22504/9/2021 Escrow Deposits Public Utilities
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219130 4/9/2021 158242 PAHR, PATRICE Continued...
6,448.71
219131 4/9/2021 158197 PAYNE, TIMOTHY D & JOANN
396.81 OW COST SHARE 329624 OAK WILT-PSP
TREE REMOVAL
3209.68604/7/2021 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
396.81
219132 4/9/2021 154928 PITNEY BOWES GLOBAL FINANCIAL SERVICES
556.62 POSTAGE MACHINE RENTAL 329625 3104650909 0401.65354/7/2021 Other Contractual Services General & Admn-City Clerk
556.62
219133 4/9/2021 144472 PRECISE MRM LLC
725.00 AVL 329626 200-1030332 0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
725.00
219134 4/9/2021 153556 PURAIR
360.00 O2 BOTTLES MONTHLY CHARGE 329627 191746 1225.62224/7/2021 Medical/Rescue/Safety Supplies Fire / EMS Equipment
360.00
219135 4/9/2021 158210 RAJ SELVARAJ, LEO MENTIS
8.32 15611-OVRPMNT 3488 SAWGRASS TR 329628 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
8.32
219136 4/9/2021 143557 RANDSTAD (R)
916.77 ADMIN ASSIST 3/21-3/27/2021 329739 R28600551 9695.65614/8/2021 Temporary Help-Labor/Clerical Dakota Co Drug Task Force
916.77
219137 4/9/2021 110070 RDO EQUIPMENT CO.
4,533.80 COMMERCIAL LABOR 137 329629 W5693801 9001.14154/7/2021 Inventory - Parts General Fund
4,533.80
219138 4/9/2021 157184 RIMFLOW INC
15,696.52 COPING STONE REPLACEMENT 329630 RF2034-C10 6724.67104/7/2021 Project - Contract Capital Replacement(Cr 1114)
15,696.52
219139 4/9/2021 152205 SEMA EQUIPMENT INC
927.45 PARTS 329631 1483594 3127.62314/7/2021 Mobile Equipment Repair Parts Equipment Maintenance/Repair
205.20-PARTS 329632 1483869 3127.62314/7/2021 Mobile Equipment Repair Parts Equipment Maintenance/Repair
534.89-PARTS 329633 1483868 3127.62314/7/2021 Mobile Equipment Repair Parts Equipment Maintenance/Repair
187.36
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219139 4/9/2021 152205 SEMA EQUIPMENT INC Continued...
219140 4/9/2021 140064 SENTRY SYSTEMS INC.
68.01 APR 2021 ALARM MONITORING 329740 15191977 9695.65404/8/2021 Alarm Monitoring Srv (DCDTF)Dakota Co Drug Task Force
68.01
219141 4/9/2021 100191 SHERWIN WILLIAMS
913.64 WELL 2 PAINT 329634 2911-1 6148.62334/7/2021 Building Repair Supplies North Well Field
310.40 WELL 2 PAINT 329635 3005-1 6148.62334/7/2021 Building Repair Supplies North Well Field
1,224.04
219142 4/9/2021 100193 SIGNATURE CONCEPTS
1,220.40 PARK SEASONALS 329636 323447 3170.21154/7/2021 Clothing Allowance General AdmIn-Parks
1,220.40
219143 4/9/2021 158211 SKIPTON, WILLIAM
45.26 15611-OVRPMNT 1935 TIMBER WOLF 329637 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
45.26
219144 4/9/2021 158212 SLAGSTAD, MELANIE
139.62 15611-OVRPMNT 4223 VALLEY FORG 329741 033021 9220.22504/8/2021 Escrow Deposits Public Utilities
139.62
219145 4/9/2021 108338 SL-SERCO
4,008.60 METER READING CONTRACT 329638 11077007C 6201.63104/7/2021 Professional Services-General San Sewer-Administration
4,008.60 METER READING CONTRACT 329638 11077007C 6162.63104/7/2021 Professional Services-General Meter Reading
8,017.20
219146 4/9/2021 151416 SMART DELIVERY SERVICE INC
240.80 INTEROFFICE MAIL 03-31-21 329639 75459 0401.65354/7/2021 Other Contractual Services General & Admn-City Clerk
240.80
219147 4/9/2021 158213 SNYDER, KIM
95.97 15611-OVRPMNT 4698 STRATFORD L 329640 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
95.97
219148 4/9/2021 109851 SOFTWARE HOUSE INTERNATIONAL INC.
198.94 SOFTWARE LICENSE 329641 B13256272 0301.62704/7/2021 Computer Software IT-Gen & Admn
198.94
219149 4/9/2021 107313 SOLAR SHIELD
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219149 4/9/2021 107313 SOLAR SHIELD Continued...
1,306.00 LOCKER ROOM GLASS 329642 50389 1221.66604/7/2021 Office Furnishings & Equipment Administration-Fire
1,306.00
219150 4/9/2021 102392 SPARTAN PROMOTIONAL GROUP, INC.
869.65 FP TUMBLERS 329643 594481 1228.62264/7/2021 Public Safety Supplies Inspection and Prevention
530.87 SOFTBALL BAGS 329742 594479 3048.62274/8/2021 Recreation Equipment/Supplies Adult Softball
1,400.52
219151 4/9/2021 148036 SPOK INC.
4.68 PAGER 329743 E0318109P 3301.63514/8/2021 Pager Service Fees General Management
4.68
219152 4/9/2021 151382 STEINHOUSE, GARY
20.00 UNIFORM REPAIR 329644 040321 1221.62244/7/2021 Clothing/Personal Equipment Administration-Fire
20.00
219153 4/9/2021 158214 SUNDBERG, MATT
21.19 15611-OVRPMNT 2085 JADE LN 329645 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
21.19
219154 4/9/2021 158221 SUNDBERG, PHILIP C & MARVEL R
200.00 EAB COST SHARE 329646 2021 EAB-ASH
TREE REMOVAL
3209.68604/7/2021 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
200.00
219155 4/9/2021 100206 SUNDE LAND SURVEYING LLC
3,459.73 STP SURVEY FOR GARAGE PLACEMEN 329647 55291 6154.6712 P13784/7/2021 Project - Engineering South Plant Building
3,459.73
219156 4/9/2021 127800 SUPERIOR MECHANICAL COLLISION
602.04 2021-349 329648 0155159 9001.14154/7/2021 Inventory - Parts General Fund
602.04
219157 4/9/2021 158232 SWENSON, MARK R & TRACI L
200.00 EAB COST SHARE 329649 21 EAB - ASH
TREE REMOVAL
3209.68604/7/2021 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
200.00
219158 4/9/2021 100438 SYN-TECH SYSTEMS INC
321.00 FUEL KEYS 329650 230166 2401.62344/7/2021 Field/Other Equipment Repair Gen/Adm-Central Services
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219158 4/9/2021 100438 SYN-TECH SYSTEMS INC Continued...
321.00
219159 4/9/2021 100107 THYSSENKRUPP ELEVATOR
137.71 MONTHLY DUES 329651 3005847449 6603.65694/7/2021 Maintenance Contracts Building Repair & Maint.
137.71 ELEVATOR INSPECTION 329652 3005847024 6146.65354/7/2021 Other Contractual Services North Plant Building
275.42
219160 4/9/2021 113124 TOLL GAS & WELDING SUPPLY
127.60 TORCH GAS 329653 10399093 3127.62354/7/2021 Fuel, Lubricants, Additives Equipment Maintenance/Repair
127.60
219161 4/9/2021 138485 TOWMASTER
48.68 UNIT 1135 329654 437609 9001.14154/7/2021 Inventory - Parts General Fund
48.68
219162 4/9/2021 145245 TRACKER PRODUCTS LLC
8,100.00 PD SOFTWARE MAINTENANCE 329655 TPINV-003082 0301.65694/7/2021 Maintenance Contracts IT-Gen & Admn
8,100.00
219163 4/9/2021 151307 TRADEMARK TITLE SERVICES
16.00 15611-OVRPMNT 4676 LENORE LN 329656 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
16.00
219164 4/9/2021 158215 TRING, LE
160.55 15611-OVRPMNT 1850 KATHRYN CIR 329744 033021 9220.22504/8/2021 Escrow Deposits Public Utilities
160.55
219165 4/9/2021 158216 TRUONG, SINH
42.27 15611-OVRPMNT 4805 SLATER RD 329657 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
42.27
219166 4/9/2021 100391 U S BANK
450.00 ADMIN FEE 3/1/21-2/28/22 329745 6071876 9441.64924/8/2021 Paying Agent/Bond Destruction 2008A/2017A MDS Refding Bds DS
450.00
219167 4/9/2021 100232 UHL CO INC
953.35 REMODEL SECURITY INSTALL 329658 30463 5045.66604/7/2021 Office Furnishings & Equipment Temporary Office/Moving Expens
953.35
219168 4/9/2021 120163 ULINE INC.
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219168 4/9/2021 120163 ULINE INC.Continued...
3,616.07 ALUMEQUIP 65-190019 329755 131832796 6501.66404/8/2021 Machinery/Equipment G/A - Water Quality
2,498.00-ALUMEQUIP 65-190019 329756 132069947 6501.66404/8/2021 Machinery/Equipment G/A - Water Quality
1,118.07
219169 4/9/2021 100464 VALLEY-RICH COMPANY INC
10,330.75 MAINBREAK REPAIR 329659 29288 6160.64324/7/2021 Utility System Repair-Labor Main Maintenance/Repair
7,812.50 MAINBREAK REPAIR 329660 29299 6160.64324/7/2021 Utility System Repair-Labor Main Maintenance/Repair
2,518.25 MAINBREAK REPAIR 329661 29298 6160.64324/7/2021 Utility System Repair-Labor Main Maintenance/Repair
4,567.88 VALVE REPAIR 329746 29317 6143.64324/8/2021 Utility System Repair-Labor Valve Maintenance/Repair
25,229.38
219170 4/9/2021 100236 VAN PAPER
453.99 CLEANING SUPPLIES 329662 569933-00 3106.62234/7/2021 Building/Cleaning Supplies Structure Care & Maintenance
453.99
219171 4/9/2021 119217 VERIZON WIRELESS (R)
75.32 MAR 2021 CELL PHONE 329747 9876344526 9695.63554/8/2021 Cellular Telephone Service Dakota Co Drug Task Force
133.01 MAR 2021 CELL PHONE 329748 9876187295 9695.63554/8/2021 Cellular Telephone Service Dakota Co Drug Task Force
208.33
219172 4/9/2021 100912 VERIZON WIRELESS, BELLEVUE
110.03 AIRCARDS 329663 9876183859 3201.63554/7/2021 Cellular Telephone Service Administrative/General
110.07 AIRCARDS 329663 9876183859 3170.65354/7/2021 Other Contractual Services General AdmIn-Parks
35.01 AIRCARDS 329663 9876183859 0720.63554/7/2021 Cellular Telephone Service General Admin-Planning & Zonin
35.01 AIRCARDS 329663 9876183859 3001.63554/7/2021 Cellular Telephone Service General/Admn-Recreation
35.01 AIRCARDS 329663 9876183859 0201.63554/7/2021 Cellular Telephone Service General & Admn-Admn
941.25 AIRCARDS 329663 9876183859 0301.63554/7/2021 Cellular Telephone Service IT-Gen & Admn
1,787.48 AIRCARDS 329663 9876183859 2201.63554/7/2021 Cellular Telephone Service Gen/Adm-Streets
250.07 AIRCARDS 329663 9876183859 0801.63554/7/2021 Cellular Telephone Service General & Admn-Protective Insp
35.01 AIRCARDS 329663 9876183859 2010.63554/7/2021 Cellular Telephone Service General Engineering
991.21 AIRCARDS 329663 9876183859 2401.63554/7/2021 Cellular Telephone Service Gen/Adm-Central Services
35.01 AIRCARDS 329663 9876183859 1221.63554/7/2021 Cellular Telephone Service Administration-Fire
625.16 AIRCARDS 329663 9876183859 1221.62304/7/2021 Repair/Maintenance Supplies-Ge Administration-Fire
35.01 AIRCARDS 329663 9876183859 1105.62124/7/2021 Office Small Equipment Investigation/Crime Prevention
2,925.86 AIRCARDS 329663 9876183859 1104.63494/7/2021 Teleprocessing Equipment Patrolling/Traffic
110.03 AIRCARDS 329663 9876183859 3101.63554/7/2021 Cellular Telephone Service Playground Maintenance
3.72-AIRCARDS 329663 9876183859 3057.62204/7/2021 Operating Supplies - General Preschool Programs
35.01 AIRCARDS 329663 9876183859 0901.63554/7/2021 Cellular Telephone Service Gen & Admin-Communications
35.01 AIRCARDS 329663 9876183859 9701.63554/7/2021 Cellular Telephone Service PEG-eligible
170.03 AIRCARDS 329663 9876183859 6101.63554/7/2021 Cellular Telephone Service Water -Administration
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
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Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219172 4/9/2021 100912 VERIZON WIRELESS, BELLEVUE Continued...
35.01 AIRCARDS 329663 9876183859 6147.63554/7/2021 Cellular Telephone Service North Plant Production
35.01 AIRCARDS 329663 9876183859 6136.63554/7/2021 Cellular Telephone Service GIS - Utilities
25.08 AIRCARDS 329663 9876183859 6239.63524/7/2021 Telephone Circuits Lift Station Maintenanc/Repair
35.01 AIRCARDS 329663 9876183859 6239.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
35.01 AIRCARDS 329663 9876183859 6234.63554/7/2021 Cellular Telephone Service Utility Locates
35.05 AIRCARDS 329663 9876183859 6716.63554/7/2021 Cellular Telephone Service General Administration
35.01 AIRCARDS 329663 9876183859 6801.63554/7/2021 Cellular Telephone Service General & Administrative
8,532.73
219173 4/9/2021 147712 VERMONT SYSTEMS INC.
375.00 VERMONT SYSTEMS - RECTRAC 329664 69324 3001.64774/7/2021 Local Meeting Expenses General/Admn-Recreation
375.00
219174 4/9/2021 149762 VERTIV SERVICES INC.
3,436.50 UPS MAINTENANCE 329749 57870159 0301.65694/8/2021 Maintenance Contracts IT-Gen & Admn
3,436.50
219175 4/9/2021 153995 WAGNER, ROBERT
500.00 OW COST SHARE 329757 2021 OAK
WILT-PSP TR
3209.68604/8/2021 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
500.00
219176 4/9/2021 145888 WATER INFORMATION SHARING & ANALYSIS CEN
2,099.00 MEMBERSHIP DUES 2021 329665 10354-21 6104.64794/7/2021 Dues and Subscriptions Safety
2,099.00
219177 4/9/2021 100459 WEATHER WATCH INC
152.90 WEATHER MONITORING 329750 11630 6146.63104/8/2021 Professional Services-General North Plant Building
152.90
219178 4/9/2021 158217 WEINBERGER, RICHARD
51.41 15611-OVRPMNT 4529 OAK POND CI 329666 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
51.41
219179 4/9/2021 158220 WILKE, KEITH
175.00 EAB COST SHARE 329667 2021 EAB-ASH
TREE REMOVAL
3209.68604/7/2021 Contributions/Cost Sharing Pay Plant Inspections-Private Prop
175.00
219180 4/9/2021 101755 XCEL ENERGY
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
20Page -Council Check Register by GL
Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219180 4/9/2021 101755 XCEL ENERGY Continued...
252.52 CENTRAL PKWY STREET LIGHTS 329669 51-6563390-9-03
2521
6301.64064/7/2021 Electricity-Street Lights Street Lighting
252.52
219181 4/9/2021 101755 XCEL ENERGY
1,608.30 BURR OAKS LIFT STATION 329670 51-0011013079-4
-032621
6439.64084/7/2021 Electricity-Lift Stations Lift Station Maintenanc/Repair
1,608.30
219182 4/9/2021 101755 XCEL ENERGY
57.18 CENTRAL PKWY/QUARRY RD 329671 51-0012991086-6
-032521
6301.64074/7/2021 Electricity-Signal Lights Street Lighting
57.18
219183 4/9/2021 101755 XCEL ENERGY
245.51 ELECTRIC CABINET-NICOLS RD 329672 51-0010197923-4
-032421
6301.64064/7/2021 Electricity-Street Lights Street Lighting
245.51
219184 4/9/2021 101755 XCEL ENERGY
159.07 STREET LIGHTS 329673 51-0280165-0-03
2421
6301.64064/7/2021 Electricity-Street Lights Street Lighting
159.07
219185 4/9/2021 101755 XCEL ENERGY
162.76 CEDAR GROVE PKWY STREET LITES 329674 51-0010060024-7
-032421
6301.64064/7/2021 Electricity-Street Lights Street Lighting
162.76
219186 4/9/2021 101755 XCEL ENERGY
6.09 MONUMENTS LIGHTING 329675 51-0010165807-6
-032421
6301.64064/7/2021 Electricity-Street Lights Street Lighting
6.09
219187 4/9/2021 101755 XCEL ENERGY
3,527.34 WELL HOUSE #22 329676 51-0011688001-1
-032421
6148.64094/7/2021 Electricity-Wells/Booster Stat North Well Field
3,527.34
219188 4/9/2021 101755 XCEL ENERGY
4/8/2021City of Eagan 16:22:54R55CKR2LOGIS102V
21Page -Council Check Register by GL
Check Register w GL Date & Summary
4/9/20214/5/2021 --
Inv No Account No Account Description Business UnitDoc NoCheck #PO #SubledgerSupplier / ExplanationDateAmount
219188 4/9/2021 101755 XCEL ENERGY Continued...
2,398.21 CEDAR GROVE PARKING GARAGE 329677 51-0010548879-4
-032421
9116.64054/7/2021 Electricity Cedar Grove Parking Garage
2,398.21
219189 4/9/2021 119221 XCEL ENERGY (R)
439.67 MAR 2021 ELECTRICITY 329751 51-4403417-1-03
2921
9695.64054/8/2021 Electricity Dakota Co Drug Task Force
439.67
219190 4/9/2021 158218 ZIMMERMANN, BERNHARD
55.81 15611-OVRPMNT 1734 SARTELL AVE 329678 033021 9220.22504/7/2021 Escrow Deposits Public Utilities
55.81
1000072 4/9/2021 127571 KOEHLE, JESSICA
12.33 FUEL 329752 040121 6501.62354/8/2021 Fuel, Lubricants, Additives G/A - Water Quality
12.33
1000073 4/9/2021 146686 WILSKE, JOSH
16.86 MILEAGE 3/1/21-3/17/21 329668 031721 0301.63534/7/2021 Personal Auto/Parking IT-Gen & Admn
16.86
20215614 4/9/2021 147907 SELECT ACCOUNT
3,720.71 FLEX REIMBURSEMENT 329759 040821 9592.22154/9/2021 Flex Plan Withholding Payable Benefit Accrual
3,720.71
20215804 4/9/2021 147907 SELECT ACCOUNT
129,750.00 2021 2ND QTR VEBA 329760 040621 9592.61594/9/2021 VEBA Benefit Accrual
129,750.00
20218514 4/9/2021 151185 HEALTHPARTNERS INC
6,902.31 DENTAL CLAIMS REIMBURSEMENT 329761 040521 9594.61584/9/2021 Dental Insurance Dental Self-insurance
6,902.31
460,921.32 Grand Total Payment Instrument Totals
Checks 460,892.13
29.19A/P ACH Payment
Total Payments 460,921.32
4/8/2021City of Eagan 16:22:59R55CKS2LOGIS100
1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
4/9/20214/5/2021 -
Company Amount
72,599.0009001GENERAL FUND
3,179.2609116CEDAR GROVE PARKING GARAGE
35.0109197ETV
144,661.4409220PUBLIC UTILITIES
2,098.3309221CIVIC ARENA
15,767.2109222CASCADE BAY
323.9409223CENTRAL PARK /COMMUNITY CENTER
1,491.2009328PARK SYS DEV AND R&R
35,084.5009335EQUIPMENT REVOLVING
28,932.5009336GENERAL FACILITIES RENEW & REP
953.3509353POLICE & CITY HALL REMODEL
5,706.6009372REVOLVING SAF-CONSTRUCTION
450.00094412008A/2017A MSA Refding Bds DS
1,298.7709591RISK MANAGEMENT
134,078.6409592BENEFIT ACCRUAL
6,902.3109594Dental Self-insurance
7,359.2609695DAK CO DRUG TASK FORCE
Report Totals 460,921.32
Agenda Information Memo
April 20, 2021, Eagan City Council Meeting
CONSENT AGENDA
D. Approve Contracts
Action To Be Considered:
To approve the ordinary and customary contracts listed below.
Facts:
The contracts listed below are in order for Council approval. Following approval,
the contracts will be electronically executed by the Mayor and City Clerk.
Contracts to be approved:
Vender Service Agreement with Hunger Solutions Minnesota for EBT and
Summer Market Bucks
Vender Service Agreement with James Dahl for entertainment at Sunset Concert
Agreement with AVI systems for ETV support
Contract with MP Nexlevel, LLC for a fiber optic MAN expansion at the Yankee
and Highline Lift Stations
Contract with MP Nexlevel, LLC for a fiber optic MAN expansion at the Chloe Lift
Station
Attachments: (0)
The contracts are available from the City Clerk’s Office.
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
E. Contract 21-02
2021 Trail & Parking Lot Improvements
Action To Be Considered:
Approve the plans and specifications for Contract 21-02 (2021 Trail & Parking Lot
Improvements) and authorize the advertisement for a bid opening to be held at 10:30
a.m., on Thursday, May 13, 2021.
Facts:
➢ Contract 21-02 provides for the following improvements:
o Diffley Road (Braddock Tr to Dodd Rd) – North Trail Reconstruction
o Old Rahn Park – Driveway Reconstruction
o Walnut Hill Park – Parking Lot Curb Repairs, Milling & Paving
o Thresher Fields – New Trail & Valley Gutter Construction
o Braddock Trail & Northview Park Road – Pedestrian Ramp Improvements
& Trail Overlays
o Rahn Road – Existing Sidewalk Removal & Replacement
as programmed for 2021 in the City’s 5-Year Capital Improvement Program (2021-
2025) and authorized by the City Council on June 2, 2020.
➢ All of the construction activity for said improvements has been designed to occur
within existing public right-of-way, easements or property.
➢ This project will be advertised in the legal newspaper. All bids will be evaluated in
an open and competitive manner.
➢ The plans and specifications have been completed and are being presented to the
City Council for their approval and authorization of the advertisement for bids.
Copies of the plans and specifications are available at City Hall located at 3830
Pilot Knob Road.
➢ Upon approval and authorization, an advertisement will be published in the legal
newspaper and upon electronic bidding sites informing contractors of the
opportunity to bid.
Attachment (1)
CE-1 Plans and Specifications Cover Sheet
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SLATER ROADALDRIN DRIVEBORCHERT LN.DGRFile Name:City Project: City Contract #:Date: 4-20-21Checked by:Drawn by:Designed by:AJNDateExplanationRevisions21-021417COVERSHEETJPGSHEET 1 of 13Print Name_________________DATE_______ Reg. No._________Signature__________________of the State of Minnesota.Licensed Engineer under the lawssupervision and that I am a dulypared by me or under my directspecification, or report was pre-I hereby certify that this plan, 45795Aaron NelsonBIDLOC.X4-20-21CONTRACTOR TO ACQUIRE ALL STATE AND/OR COUNTY PERMITS NEEDED FOR WORK WITHIN THEIR RIGHTS OF WAY PRIOR TO BEGINNING ANY WORK IN THOSE AREASPERMITTING NOTE:CITY OF EAGANPAUL BAKKEN.....................COUNCIL MEMBERGARY HANSEN....................COUNCIL MEMBERMIKE MAGUIRE....................MAYORCYNDEE FIELDS.................COUNCIL MEMBERMIKE SUPINA.......................COUNCIL MEMBERDAVE OSBERG....................CITY ADMINISTRATORRUSS MATTHYS..................PUBLIC WORKS DIRECTORMIKE DOUGHERTY.............CITY ATTORNEYINDEXSHEET DESCRIPTION1TITLE SHEETCITY CONTRACT #21-02, CITY PROJ. #14172021 CITY OFFICIALSREVIEWED BY EAGAN CITY ENGINEERGOVERNING SPECIFICATIONSJOHN GORDER....................CITY ENGINEERDATEIMPROVEMENTSBID DATE: May 13, 2021THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND ALL SUPPLEMENTS THERETO, SHALL GOVERN.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MMUTCD, INCLUDING" FIELD MANUAL FOR TEMPORARY CONTROL ZONE LAYOUTS"THE UTILITY INFORMATION IN THIS PLAN SETIN-PLACE UTILITY NOTES:IS UTILITY QUALITY LEVEL "D". THIS UTLITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACEUTILITY DATA".THE CONTRACTOR IS TO CONTACT "GOPHERSTATE ONE-CALL" (651-454-0002) (800-252-1166)FOR UTILITY LOCATIONS 48 HOURS PRIOR TO ANY EXCAVATION/CONSTRUCTION ACTIVITY.2STATEMENT OF ESTIMATED QUANTITIES (SEQ)3-5STANDARD DETAIL PLATES & GARBAGE PICKUP SCHEDULE7-92021 CITY WIDE TRAIL & PARKING LOT IMPROVEMENTSCITY CONTRACT #21-02, CITY PROJECT #14172021 CITY WIDE TRAIL & PARKING LOT - DIFFLEY ROAD - BRADDOCK TR. TO DODD RD - N. TRAIL RECONSTRUCTIONDAKOTA COUNTY R/WCITY OF EAGAN R/WDIFFLEY ROAD - TRAIL RECONSTRUCTIONBRADDOCK TRAIL / NORTHVIEW PARK ROAD - TRAIL OVERLAY4-20-21- OLD RAHN PARK ENTRANCE DRIVE - DRIVEWAY RECONSTRUCTION610WALNUT HILL PARK - PARKING LOT OVERLAY No.- WALNUT HILL PARK - PARKING LOT CURB REPAIRS, MILLING & PAVING- THRESHER FIELDS - NEW TRAIL AND VALLEY GUTTER CONSTRUCTION- BRADDOCK TRAIL & NORTHVIEW PARK ROAD - PEDESTRIAN RAMP IMPROVEMENTS AND TRAIL OVERLAYSACCESS ROAD OLD RAHN PARKBRADDOCK TRAIL NORTHVIEW PARK RD. / DIFFLEY ROADWALNUT HILL PARK PARKTHRESHER FIELDSXX11RAHN PARK - PARKING LOT ENTRANCE RECONSTRUCTION12THRESHER FIELDS - NEW TRAIL, PED RAMPS AND VALLEY GUTTER13RAHN ROAD - SIDEWALK REMOVAL AND REPLACEMENT- RAHN ROAD - EXISTING SIDEWALK REMOVAL & REPLACEMENTRAHN ROAD
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
F. Contract 21-12, Northeast Eagan Sewer Upsize
Action To Be Considered:
Reject all the bids received for Contract 21-12 (Northeast Eagan Sewer Upsize) and authorize
the rebidding of the contract.
Facts:
➢ Contract 21-12 provides for the upsizing of trunk sanitary sewer from Vikings Parkway,
through the Ecolab campus to Lone Oak Drive as programmed for 2021-2023 in the
City’s 5-Year Capital Improvement Program (2021-2025) and authorized by the City
Council on June 4, 2019, along with the Wastewater Master Plan Update and the Viking
Lakes AUAR.
➢ The construction activity for said improvements has been designed to occur within
existing public right-of-way, public property or easements.
➢ On March 16, 2021, the Council approved the plans and specifications for Contract 21-
12 and authorized the solicitation of competitive bids.
➢ On April 14, 2021, two bid proposals were received (see attached summary). The low
bid, $4,288,956.00 was 13.0% above the Engineer’s estimate of $3,794,799.00.
➢ All bids have been reviewed for compliance with the bid specifications and accuracy on
unit price extensions and summations. The limited number of interested or available
bidders may have impacted the cost of the submitted bids, leading to the significant
cost proposal above the Engineer’s estimate.
➢ As there is no immediate urgency for the project, there is adequate time to rebid the
project and better estimate and budget costs as part of the preparation of the 2022-
2026 Capital Improvement Plan.
➢ Public Works Department staff and the engineering consultant have reviewed the
factors that appear to have contributed to the bid results, as well as the consequences
of rebidding, and find the rejection of the bid and rebidding of the contract is in order
for favorable Council action.
Attachments (1)
CF-1 Bid Summary
BID SUMMARY
NORTHEAST EAGAN SANITARY SEWER UPSIZE
CITY CONTRACT 21-12
Bid Date/ Time: 10:00 a.m., Wednesday, April 14, 2021
Contractors Total Base Bid
1. Minger Construction Co. Inc. $4,288,956.00
2. Lametti and Sons Inc. $4,997,561.00
Contract
Low
Base Bid
Engineer’s
Estimate
% Over
Eng Estimate
21-12 $4,288,956.00 $3,794,799.00 13.0%
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
G. Contract 21-15
Water Treatment Plant Improvements
Action To Be Considered:
Approve the plans and specifications for Contract 21-15 (Water Treatment Plant Improvements) and
authorize the advertisement for a bid opening to be held virtually at 11:00 a.m., on Thursday, May 20,
2021.
Facts:
➢ In 2017, the City of Eagan developed a Water System Master Plan as part of the City’s
Comprehensive Plan process. The Water System Master Plan included a Condition Assessment
of the City’s North and South Water Treatment Plants. The condition assessment identified
several items that required additional investigation.
➢ On June 5, 2019, the City Council approved the City’s 5-Year Capital Improvement Plan (2020-
2024 CIP), directing staff to prepare a feasibility report considering repairs or rehabilitation to
both of the City’s water treatment plants.
➢ The City contracted with Black & Veatch to investigate the following items:
o South Plant Solids Handling Area Structural Study (leaking building)
o Basin Access & Fall Protection Survey
o Chemical Tank Replacement Study
o Chlorine System Safety Study
o Vehicle, Equipment, and Personnel Space Study
➢ On March 17, 2020, the City Council received the Feasibility Report for Project 1378, Water
Treatment Plant Improvements, approved the project, and authorized the preparation of plans
and specifications.
➢ The plans and specifications have been completed and are being presented to the City Council
for their approval and authorization of the advertisement for bids. Copies of the plans and
specifications will be available at the Utilities Administration building located at 3419 Coachman
Point.
➢ All of the construction activity for said improvements has been designed to occur within existing
City property, public right-of-way or easements.
➢ Upon approval and authorization, an advertisement will be published in the legal newspaper
and upon electronic bidding sites informing contractors of the opportunity to bid. All bids will
be evaluated in an open and competitive manner.
Attachment (1)
CG-1 Location Map
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Project #1378
Contract 21-15 Map Date: 4/15/2021
Prepared by: City of Eagan Department of Public Works
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
H. City Project 1339 (County Project No. 30-39)
Diffley Road/ CSAH 30 School Area Improvements
Joint Powers Agreement – Amendment
Action To Be Considered:
Approve an amendment to a Joint Powers Agreement with Dakota County and Independent
School District (ISD) 196 for Project 1339 (County Project No. 30-39), Diffley Road (CSAH 30)
School Area Improvements and Braddock Trail Driveway Safety Improvements (Project 1408),
and authorize the Mayor and Deputy City Clerk to execute all related documents.
Facts:
➢ Dakota County has been partnering with the City of Eagan and ISD 196 to consider public
safety improvements for Diffley Road (CSAH 30) near the Northview Elementary, Dakota
Hills Middle, and Eagan High School campuses (campus) in Eagan. This effort is int ended
to improve pedestrian and bicycle safety and overall transportation systems mobility
adjacent to the school campuses.
➢ On February 4, 2020, the City Council authorized Bolton & Menk Inc. (BMI), to facilitate
public and agency engagement, develop project goals, define improvement options and
pursue a project concept for the school area improvements (City Project 1339).
➢ On April 21, 2020, the City Council also approved initiation of Project 1408, Braddock Trail
Driveway Safety Improvements, authorizing the public improvement process, including
public engagement and the preparation of plans and specifications.
➢ On July 7, 2020, the City Council approved a Joint Powers Agreement between Dakota
County, the City of Eagan and ISD 196 for the engineering design of Diffley Road (CSAH
30) School Area Improvements.
➢ The County, City, and ISD 196 have held multiple public meetings, both in -person and
virtual, from December 2019 through February 2021 to gather input, share analysis work,
respond to questions, receive feedback on the proposed project options, and, most
recently, address questions about final design components.
➢ This past fall, the Diffley Road Area School Improvements project was successful in
acquiring a State bond for $4,000,000 of construction costs. While additional funding has
been requested, the improvements are recommended to be constructed in 2021. Dakota
County would be the lead agency.
➢ At the February 9, 2021, Special City Council Workshop, an update on the final design and
construction schedule was provided.
➢ On February 16, 2021, the City Council approved a Joint Powers Agreement between
Dakota County, the City of Eagan and ISD 196 for right -of way and construction and
amended the JPA for design.
➢ This amendment to the existing JPA for construction, right-of-way, maintenance and cost
participation (County Contract Number C0033912-1) provides for the following revisions:
o The plans, specifications, right-of-way acquisition and construction of Project
1408, Braddock Trail Driveway Safety Improvements, would be combined with
that of Project 1339, Diffley Road School Area Improvements.
o Based on April 6, 2021, bid costs, the overall construction cost split for the project
after deducting state bond funds would be 79% County, 14% City and 7% School.
o Right-of-way acquisition costs would be 85% County, 15% City.
o The apparent successful low bid for the improvements was $4,779,847 million
from Meyer Contracting, Inc. The City of Eagan’s portion of construction/right-of-
way costs is estimated to be $350,473. ISD 196’s portion of construction costs is
estimated to be $130,406.
➢ The amendment to the existing agreement has been reviewed by the Public Works
Department, is consistent with past similar agreements reviewed by the Attorney’s office
and is in order for favorable Council action.
Attachments (1)
CH-1 Joint Powers Agreement – Amendment
Dakota County Contract #C0033912-1
FIRST AMENDMENT TO THE JOINT POWERS AGREEMENT FOR
RIGHT OF WAY, CONSTRUCTION, MAINTENANCE, AND COST PARTICIPATION
BETWEEN
THE COUNTY OF DAKOTA
AND
THE CITY OF EAGAN
AND
INDEPENDENT SCHOOL DISTRICT 196
FOR
DAKOTA COUNTY PROJECT NO. 30-39
CITY OF EAGAN PROJECT NO. 1339 and 1408
SYNOPSIS: Dakota County, City of Eagan and Independent School District 196 agree to
move forward with right of way acquisition, construction, maintenance and cost participation
for the Diffley Road School Area Improvements and Braddock Trail Improvements in Eagan,
Dakota County.
Dakota County Contract #C0033912-1
April __, 2021
Page | 2
THIS AGREEMENT, made and entered into by and between the County of Dakota, referred
to in this Agreement as the "County", the City of Eagan, referred to in this Agreement as the
"City", and Independent School District 196, referred to in this Agreement as the "School
District", and witnesses the following:
WHEREAS, under Minnesota Statutes Sections 162.17, subd. 1 and 471.59, subd. 1, two
governmental units may enter into an Agreement to cooperatively exercise any power
common to the contracting parties, and one of the participating governmental units may
exercise one of its powers on behalf of the other governmental units; and
WHEREAS, to provide a safe and efficient transportation system, the County, City and School
District are partnering on County Project (CP) 30-39 (City Project 1339), for right of way
acquisition, construction, maintenance, and cost participation; and
WHEREAS, to provide a safe and efficient transportation system, City and School District are
partnering on City Project 1408, for construction, maintenance, and cost participation; and
WHEREAS, CP 30-39 (Diffley Road School Area Improvements) includes the reconstruction
of Diffley Road (County State Aid Highway (CSAH) 30) to a divided two-lane roadway from
approximately 1,100 feet east of CSAH 43 (Lexington Avenue) to 400 feet east of Braddock
Trail, the construction of single lane roundabouts at both the Daniel Drive and Braddock Trail
intersections with Diffley Road, a new school access roadway from the north leg of the Daniel
Drive/Diffley Road roundabout to the southeast corner of the Dakota Hills Middle
School/Eagan High School south parking lot and associated parking lot improvements,
improvements to internal traffic flow of the Dakota Hills Middle School/Eagan High School
south parking lot, and pedestrian crossing improvements; and
WHEREAS, City Project 1408 (Braddock Trail Improvements) includes improvements to the
three Dakota Hills Middle School/Eagan High School entrances to the east and south parking
lots from Braddock Trail (south entrance, entrance across fr om Pennsylvania Avenue and
entrance across from Ventnor Avenue), improvements to internal traffic flow of the Dakota
Hills Middle School/Eagan High School south parking lot, and the construction of a new non-
motorized user trail from the northwest corner of the Braddock Trail/Diffley Road roundabout
Dakota County Contract #C0033912-1
April __, 2021
Page | 3
to and along the south side of the Dakota Hills Middle School/Eagan High School south
parking lot; and
WHEREAS, the County, City and School District requested state bond funds in the amount
of $4,680,000 for construction of CP 30-39 (Diffley Road School Area Improvements) and
City Project 1408 (Braddock Trail Improvements) during the 2020 MN State Legislative
Session; and
WHEREAS, at the October 2020 MN State Legislative Special Session, the State Legislature
passed a bonding bill that included funding for CP 30-39 and City Project 1408; and
WHEREAS, the County, City and School District will receive state bond funds in the amount
of $4,000,000 for construction of CP 30-39 (Diffley Road School Area Improvements) and
City Project 1408 (Braddock Trail Improvements); and
WHEREAS, CP 30-39 (Diffley Road School Area Improvements) and City Project 1408
(Braddock Trail Improvements) were included as one entire project in the bonding bill
language and should be included in one plan set for administering the state bond funds; and
WHEREAS, County staff recommends a joint powers agreement with the City and School
District to define right of way acquisition, construction and maintenance responsibilities,
project cost participation, including State Bond funding; and
WHEREAS, the County, City and School District have included these projects in their Capital
Improvement Programs to share project responsibilities.
NOW, THEREFORE, it is agreed the County, City and School District will share project
responsibilities and jointly participate in the project costs associated with County Project 30-
39 and City Project 1408:
1. Administration. The County is the lead agency for right of way of CP 30-39 (City Project
1339) and for construction administration of both CP 30-39 (City Project 1339) and
City Project 1408. The City is the lead agency for design of City Project 1408. Subject
Dakota County Contract #C0033912-1
April __, 2021
Page | 4
to the requirements below, the County, City and School District shall each retain final
decision-making authority within their respective jurisdictions.
2. Engineering. Design engineering costs, including public involvement, agency
involvement, preliminary/final design, plans, specifications and proposal, surveying,
mapping, consultant engineering, right of way mapping, construction engineering,
construction management, construction inspection and all related materials testing,
including the cost of County, City and School District staff time for these purposes,
(collectively, “Engineering Costs”) are shared as outlined in the joint powers
agreement for design (Dakota County Contract C0032929-1) of CP 30-39 (City Project
1339).
Design engineering costs, including public involvement, agency involvement,
preliminary/final design, plans, specifications and proposal, surveying, mapping,
consultant engineering, right of way mapping, construction engineering, construction
management, construction inspection and all related materials testing, including the
cost of City and School District staff time for these purposes, (collectively,
“Engineering Costs”) are shared as outlined in the agreement for design of City Project
1408.
3. Cost Share. The combined project of County Project 30-39 (City Project 1339) and
City Project 1408 is broken into four areas. The four areas and cost splits are listed
below and depicted on Exhibit A and revised Exhibit B:
a. School Parking Lot (County Project 30-39) The costs for this element will be
paid 100% by the School District.
b. Diffley Road (CSAH 30) Improvements (County Project 30-39) The costs for
this element will be split between the County and City. The County will
contribute 85 percent of the right of way and construction costs (after
deducting any outside funding cost participation amounts) of eligible project
costs in accordance with County policies included in the current adopted
Dakota County Transportation Plan.
c. New School Access Road Improvements (County Project 30-39) The costs for
this element will be split between the County and School District. The County
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will contribute 85 percent of the right of way and construction costs (after
deducting any outside funding cost participation amounts) of eligible project
costs in accordance with County policies included in the current adopted
Dakota County Transportation Plan.
d. Braddock Trail Improvements (City Project 1408) The costs for this element will
be split between the City and School District. The City will contribute 47 percent
of the construction costs (after deducting any outside funding cost participation
amounts) of eligible project costs.
Based on as bid costs (April 6, 2021), the overall construction cost split for the project
after deducting state bond funds is 79% County, 14% City and 7% School.
e.
4. Non-Project Costs. It is understood that for efficiency and cost effectiveness, one of
the Parties may request elements not required as part CP 30-39 and/or City Project
1408, be included in the Projects. The Party making said request shall be responsible
for 100% of the costs not required due to the Project construction, and 100% of all
aesthetic elements that exceed the County maximum participation for aesthetic
elements in accordance with County policies included in the current adopted Dakota
County Transportation Plan.
5. Municipal Construction Items. The costs for the design and reconstruction of
improvements to any street under City jurisdiction, outside of the scope and
construction limits for the Project, and any access or access improvements to local
developments that are planned but not required by the Project, shall be the
responsibility of the City.
6. School District Construction Items. The costs for the design and reconstruction of
improvements to any property (parking lot, internal school complex roadway system,
greenspace, etc.) under School District, outside of the scope and construction limits
for the Project, and any access or access improvements to local developments that
are planned but not required by the Project, shall be the responsibility of the School
District.
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7. Construction Items. Cost sharing includes all highway, roadway and parking lot
construction items, including removals; sidewalks and trails; mobilization and traffic
control, temporary widening or other measures if required as part of traffic control or
project staging; traffic signal system construction items; County furnished materials;
mitigation as required by state and federal permits including accessibility
requirements; installation of retaining walls, installation of pedestrian activated
beacons, replacement or restoration of fences, landscaping and driveways when
affected by construction; replacement or adjustment of sanitary sewer, water and
storm sewer systems, if required due to construction; relocating or adjusting privately
owned utilities when not performed at the expense of the utility; water pollution best
management practices, including storm sewer and other stormwater management
facilities, eligible for County/City State Aid funding and based on contributing flows
from the County right of way, meeting National Urban Runoff Protection (NURP)
standards; wetland mitigation and banking; installation of roundabout and design
elements integral to the safe design and operation of the roundabouts; mitigation
required for access modifications; modifications, replacement or adjustment of
lighting, including roundabout intersection lighting, if required due to construction, and
all other construction aspects outlined in the plan except for elements as called out
under this Agreement or County policies included in the current adopted Dakota
County Transportation.
8. Aesthetic Elements. Aesthetic elements for the Project consist of decorative
pavements, trail lighting, undergrounding of private utilities, landscaping and
plantings. The County will participate up to 50 percent (50%) of the cost of aesthetic
elements up to a maximum amount of three percent (3%) of the County’s share (prior
to application of State Bond funding) of highway construction costs for CP 30-39.
Highway construction costs exclude costs for items such as right of way, storm sewer
and ponding. The City shall be responsible for 50 percent (50%) of the costs of all
aesthetic elements and 100 percent (100%) of the costs that exceed the County’s
maximum participation for aesthetic elements for CP 30-39. The responsibility for
maintenance of all aesthetic elements shall be in accordance with County policies
included in the current adopted Dakota County Transportation Plan.
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9. Miscellaneous Elements. General maintenance will be handled in accordance with
County policies included in the current adopted Dakota County Transportation Plan
for CP 30-39.
10. Enhanced Pedestrian Crossings. Upon completion of the Projects, electrical power (if
applicable) necessary for the operation of the enhanced pedestrian crossings and
maintenance of the crossings and its components will be provided in accordance with
County policies included in the current adopted Dakota County Transportation Plan
for CP 30-39 and City Project 1408.
a. City Roadways. All enhanced pedestrian crossing power and maintenance
costs will be paid 100% by the City for crossings within City right of way.
11. Street Lighting, Trail Lighting and Maintenance Costs. Upon completion of the
Projects, electrical power necessary for the operation of the streetlights (including
roundabout lighting, trail lighting and parking lot lighting) and maintenance of the
streetlights will be provided in accordance with County policies included in the current
adopted Dakota County Transportation Plan for CP 30-39 and City Project 1408.
a. County Highways.
i. School Zone Lighting. City/County responsibilities for lighting along
CSAH 30, Diffley Road within the school zone will be in accordance
with Transportation Plan Policy (currently F.17) for power and
maintenance costs for school zone lighting.
ii. Roundabout Intersection Lighting. The City shall be responsible for all
power costs and maintenance.
b. City Roadways. The City will be responsible for all power and maintenance
costs for lighting along city roadways.
c. School Complex. The School District shall be responsible for all power and
maintenance costs for school access roadways/driveways, trail lighting
(Braddock Trail to south parking lot) and parking lot lighting.
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12. Right-of-Way. The preliminary design for the projects will determine the existing right
of way, permanent and temporary highway easement and drainage and utility
easements required to complete the improvements. The County will undertake all
actions necessary to acquire all permanent and temporary highway right of way,
including relocations, and will acquire all right of way for sidewalk and trail
construction, wetland damage mitigation and banking, drainage and ponding, and
water pollution control best management practices for the Projects. Except as set forth
below, the costs of acquiring highway right of way, including right of way for drainage
inlets and outlets, shall be shared 85% County and 15% City in accordance with the
current Dakota County Transportation Plan and Cost Participation policies. The City
and School District shall convey to the County, at no cost, before construction of the
Project begins, all necessary permanent highway and temporary easements, on forms
approved by the County Attorney’s office, on all adjacent County/City-controlled real
property for Project purposes. The City and School District shall convey rights to the
lead agency, at no cost, before construction of the Project begins, to all public
easements and rights of way necessary for project purposes, including the right to
grade within drainage and utility easements as necessary. Upon completion of the
Project, the ownership of the drainage and ponding easements and permanent right
of way for City streets shall be owned by City. Any right of way costs for new sanitary
sewer, water mains and appurtenances, and aesthetic elements outside of the right of
way needed for the highway improvements shall be the responsibility of the City and/or
School District.
13. Plans, Specifications and Award of Contract. The lead agency will prepare plans and
specifications consistent with County, City and School District design standards,
State-Aid design standards and MnDOT standards and specifications. Concurrence
with the plans and specifications is required prior to advertising for bids. Within 7 days
of opening bids for the construction contract, the lead agency shall submit a copy of
the low bid and an abstract of all bids together with the request for concurrence by the
State in the award of the construction contract to the lowest responsible bidder. The
lead agency may award the contract for construction to the lowest responsive and
responsible bidder in accordance with state law. If a bid is not awarded, this
Agreement shall terminate for the specific project that is not awarded, and all costs
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incurred as of the date of termination shall be apportioned in accordance with the
terms of this Agreement. The contract construction shall be performed in accordance
with State approved plans, specifications and special provisions which are made a
part hereof by reference with the same force and effect as though fully set forth herein.
14. Construction Standards. All construction, including traffic control, shall be
accomplished in accordance with applicable State Aid, County and City standards,
specifications, and policies to the satisfaction of the County and City. The County and
City reserves the right to inspect construction materials and methods as needed.
15. City Utilities. Except as stated in the above sections of this Agreement, the City shall
pay all other costs associated with city utilities impacted as part of the applicable
Projects. Further, the City shall be responsible for the maintenance of all such facilities
after the completion of the Project.
16. Project Cost Updates. The lead agency must provide updated cost estimates showing
the County, City and School District shares of CP 30-39 Project costs annually at the
time of Capital Improvement Program development. Updated cost estimates will also
be provided by the lead agency at the following times:
• prior to approval of the appraised values for any necessary right of way
acquisitions;
• prior to advertising a construction contract;
• after bid opening (prior to contract award);
• during construction if total contract changes exceed $100,000;
• once per year following the construction season until the Project is complete.
Project cost estimate updates include actual and estimated costs for engineering, right
of way acquisition, utility relocation and construction.
The Parties acknowledge that Project cost estimates are subject to numerous
variables causing the estimates to be subject to change and the updates are provided
for informational purposes in good faith. Each agency is responsible for informing
their respective council or board regarding Project costs estimates.
17. Payment.
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a. The County will will administer the construction contract and act as the paying
agent for all payments to the Contractor for the combined plan set (CP 30-39
[Diffley Road School Area Improvements] and City Project 1408 [Braddock
Trail Improvements]). Payments to the Contractor will be made as the project
work progresses and when certified by the County Engineer. The County will
request payment of the School District and City’s share of the Project’s right-
of-way acquisition and construction costs (estimated at $130,406for the School
District and $350,473for the City) after May 1, 2022. To the extent the actual
School District and City shares of costs are higher than the estimates listed
above, the County will request payment of any balance due after May 1, 2023.
18. Change Orders and Supplemental Agreements. Any change orders or supplemental
agreements that affect any of the Projects’ cost participation must be approved by the
Authorized Representative of each party prior to execution of work. Both Parties shall
endeavor to provide timely approval of change orders and supplemental agreements
so as not to delay construction operations.
19. Amendments. Any amendments to this Agreement will be effective only after approval
by each governing body and execution of a written amendment document by duly
authorized officials of each body.
20. Effective Dates for Design and Construction of Project. This Agreement will be
effective upon execution by duly authorized officials of each governing body and shall
continue in effect until all work to be carried out in accordance with this Agreement
has been completed. Absent an amendment, however, in no event will this Agreement
continue in effect after January 1, 2024.
21. Final Acceptance. Final acceptance of the combined Projects must be approved by all
parties.
22. Storm Sewer Construction and Maintenance. The City shall be responsible for
assisting with the storm sewer inspection including having an inspector on-site during
storm sewer installation. The City and County entered into a Maintenance Agreement
for Storm Sewer Systems dated October 29, 2013 (Dakota County Contract
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#C0025408) (“Maintenance Agreement”) which governs maintenance, repair and
replacement duties and costs shared by the County and City for stormwater sewer
system located on or along County Highway right-of-way. Upon acceptance of the
Projects, on-going maintenance and repairs of storm sewer systems shall be provided
in accordance with the current County and City Maintenance Agreement. The County
will participate in replacement or repair of storm sewer systems constructed by these
Projects in accordance with County policies included in the current adopted Dakota
County Transportation Plan.
23. Sidewalks and Trails. Upon acceptance of the Projects, maintenance of sidewalk and
trails shall be provided in accordance with the current adopted Dakota County
Transportation Plan. The County and City shall be responsible for the costs of trail
resurfacing or reconstruction in accordance with County policies included in the
current adopted Dakota County Transportation Plan.
24. Pavement Maintenance. Upon acceptance of the Projects, the City shall be
responsible for all pavement maintenance within City right-of-way, the County shall be
responsible for all pavement maintenance within County right of way, and the School
District shall be responsible for all pavement maintenance within School District
property unless necessitated by a failure of a municipal utility system or installation of
new facilities.
25. Subsequent Excavation. After completion of the Projects, and after expiration of the
warranty period regarding repair, if excavation within the County right of way is
necessary to repair or install water, sanitary sewer, or other city utilities, the City shall
apply for a permit from the County and shall be responsible to restore the excavated
area and road surface to substantially the condition at the time of disturbance. If the
City employs its own contractor for the above described water, sewer or other utility
repair or installation, the City shall hold the County harmless from any and all liability
incurred due to the repair or installation of said water, sewer or other municipal utility
including, but not limited to, the costs of repair as well as liability to third parties injured
or damaged as a result of the work. If the City fails to have the highway properly
restored, the County Engineer may have the work done and the City shall pay for the
work within 35 days following receipt of a written claim by the County.
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26. Rules and Regulations. The County,City, and School District shall abide by Minnesota
Department of Transportation and standard specifications, rules, and contract
administration procedures.
27. Indemnification. Each Party agrees to defend, indemnify, and hold harmless the other
Parties against any and all claims, liability, loss, damage, or expense arising under the
provisions of this Agreement and caused by or resulting from negligent acts or
omissions of the indemnifying Party and/or those of its employees or agents. All
Parties to this Agreement recognize that liability for any claims arising under this
Agreement are subject to the provisions of the Minnesota Municipal Tort Claims Law;
Minnesota Statutes, Chapter 466. In the event of any claims or actions filed against
either Party, nothing in this Agreement shall be construed to allow a claimant to obtain
separate judgments or separate liability caps from the individual Parties. Each Party
shall include the other Party as additional insured in the contrac t documents.
28. Employees of Parties. Any and all persons engaged in the work to be performed by
the County shall not be considered employees of the City or School District, for any
purpose, including Worker’s Compensation, and any and all claims that may or might
arise out of said employment context on behalf of said employees while so engaged.
Any and all claims made by any third party as a consequence of any act or omission
on the part of said employees while so engaged on any of the work contemplated
herein shall not be the obligation or responsibility of the City or School District.
Any and all persons engaged in the work to be performed by the City shall not be
considered employees of the County or School District, for any purpose, including
Worker’s Compensation, and any and all claims that may or might arise out of said
employment context on behalf of said employee while so engaged. Any and all claims
made by any third party as a consequence of any act or omissions of the part of the
City’s employees while so engaged on any of the work contemplated herein shall not
be the obligation or responsibility of the County or School District.
Any and all persons engaged in the work to be performed by the School District shall
not be considered employees of the County or City, for any purpose, including
Worker’s Compensation, and any and all claims that may or might arise out of said
Dakota County Contract #C0033912-1
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employment context on behalf of said employee while so engaged. Any and all claims
made by any third party as a consequence of any act or omissions of the part of the
School District’s employees while so engaged on any of the work contemplated herein
shall not be the obligation or responsibility of the County or City.
29. Audits. Pursuant to Minnesota Statutes Section 16C.05, Subd. 5, any books, records,
documents, and accounting procedures and practices of the County and the City
relevant to this Agreement are subject to examination by the County or the City and
either the Legislative Auditor or the State Auditor as appropriate. The County and the
City agree to maintain these records for a period of six years from the date of
performance of all services covered under this Agreement. Dakota County will be
financially responsible for the cost of the audit.
30. Integration and Continuing Effect. The entire and integrated agreement of the Parties
contained in this Agreement shall supersede all prior negotiations, representations or
agreements between the City and the County regarding the Project s; whether written
or oral. All agreements for future maintenance or cost responsibilities shall survive and
continue in full force and effect after completion of the construction provided for in this
Agreement together with each parties indemnification obligations.
31. Authorized Representatives. The authorized representatives for the purpose of the
administration of this Agreement are:
COUNTY OF DAKOTA CITY OF EAGAN INDEPENDENT SCHOOL DISTRICT 196
Mark Krebsbach (or successor) Russ Matthys (or Mark Stotts (or successor)
Dakota County Transportation successor) (651)-423-7723
Director/County Engineer Eagan City Engineer Director of Finance & Operations
14955 Galaxie Avenue 3830 Pilot Knob Rd. Mark.Stotts@district196.org
Apple Valley, MN 55124 Eagan, MN. 55122
(952) 891-7100 (651) 675-5000
Mark.krebsbach@co.dakota.mn.us jgorder@cityofeagan.com
The Authorized Representative shall obtain authorization to implement or administer
any provision of this Agreement from his or her respective governing body as required
Dakota County Contract #C0033912-1
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by the governing body’s policies and procedures. The parties shall promptly provide
notice to each other when an Authorized Representative’s successor is appointed.
The Authorized Representative’s successor shall thereafter be the Authorized
Representative for purposes of this Agreement.
All notices or communications required or permitted by this Agreement shall either be
hand delivered or mailed by certified mail, return receipt requested, to the above
addresses. Either party may change its address by written notice to the other party.
Mailed notice shall be deemed completed two business days after the date of mailing.
[SIGNATURE PAGE TO FOLLOW]
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IN WITNESS THEREOF, the parties have caused this Agreement to be executed by their
duly authorized officials.
INDEPENDENT SCHOOL DISTRICT 196
RECOMMENDED FOR APPROVAL:
__________________________ By_________________________
Superintendent Mary Kreger School Board Chairperson
Jackie Magnuson
(SEAL)
By_________________________
School Board Clerk
Sachin Isaacs
Date_______________________
Dakota County Contract #C0033912-1
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Page | 16
CITY OF EAGAN
RECOMMENDED FOR APPROVAL:
__________________________ By_________________________
Public Works Director Mayor
Russ Matthys Mike Maguire
(SEAL)
By_________________________
City Clerk
Date_______________________
Dakota County Contract #C0033912-1
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Page | 17
DAKOTA COUNTY
RECOMMENDED FOR APPROVAL: By
Physical Development Director
__________________________ Date________________
County Engineer
APPROVED AS TO FORM:
Assistant County Attorney
Date:
CAO File #: KS-______________
COUNTY BOARD RESOLUTION
No. Date:
Dakota County Contract #C0033912-1
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EXHIBIT “A”
Dakota County Contract #C0033912-1
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Page | 19
REVISED EXHIBIT “B”
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
I. Water Meter Replacement/Repair Program
Surcharge Appeals
Action To Be Considered:
Approve the recommendations of the Public Works Committee regarding the final disposition of
the Water Meter Replacement/Repair (R/R) Program (City Code 3.05) surcharges for the
identified properties in accordance with the related City Ordinance.
Facts:
➢ On May 15, 2012, the City Council adopted an amendment to City Ordinance 3.05
regarding the Rules and Regulations relating to Municipal Utilities that requires all
properties connected to the municipal water utility to permit the city's designated utility
employee onto the property and within the structure for purpose s of the inspection,
repair or replacement of the water meter. This action, in essence, implemented the
Water Meter Replacement/Repair (R/R) Program to ensure accurate water use
measurement and payment.
➢ Part of the amendment, and accordingly the Water Meter R/R Program, incorporated a
fee schedule that provided for a surcharge to be placed against utility billing accounts for
those properties that either didn't schedule an inspection or did not bring the identified
deficiency into compliance within the prescribed time frame.
➢ The Surcharge Fee is $150 per month for Single Family properties and $500 per month for
all others.
➢ In anticipation of appeals, the Council directed the Public Works Committee to review any
appeals and provide their recommendations back to the Council under the Consent
Agenda. Staff has received requests from the following property owners who want to
appeal a related surcharge.
➢ At the April 6, 2021, Public Works Committee meeting, the Committee addressed the
following surcharge appeals with the corresponding recommendations for the Council’s
action.
➢ The following surcharge appeals are being presented for Council action. The properties
have been found to be in compliance with City Code regarding the Water Meter R/R
Program. As a result of their reviews, the appeals are recommended to be granted with
each related surcharge waived.
o John Okell, 1514 Lone Oak Road: Water Meter Program – Remove $150 surcharge
(utility account)
o Megan Pannier, 3582 Baltic Avenue: Water Meter Program – Remove $150
surcharge (utility account)
o Lois Schaaf, 515 Chapel Lane: Water Meter Program – Remove $150 surcharge
(utility account)
o Craig Madsen, 3984 Stonebridge Drive: Water Meter Program – Remove $150
surcharge (utility account)
o John Forse, 3934 Thames Avenue: Water Meter Program – Remove $150
surcharge (utility account)
o Thao Pham, 733 Windmill Court: Water Meter Program – Remove $150 surcharge
(utility account)
o Charlene Larson, 4587 Maple Leaf Circle: Water Meter Program – Remove $150
surcharge (utility account)
o Hunter Way, 1863 Covington Lane: Water Meter Program – Remove $150
surcharge (utility account)
o Jim Tietz, 1219 Balsam Trail East: Water Meter Program – Remove $150 surcharge
(utility account)
o Timothy Riordan, 1095 Kirkwood Drive: Water Meter Program – Remove $150
surcharge (utility account)
o Leo Merman, 4725 Sunne Point: Water Meter Program – Remove $150 surcharge
(utility account)
o James Sudduth, 3310 Donald Avenue: Water Meter Program – Remove $150
surcharge (utility account)
o Brad Schwichtenberg, 4631 Penkwe Way: Water Meter Program – Remove $150
surcharge (utility account)
o Mariya Bowen, 4813 Whispering Court: Water Meter Program – Remove $150
surcharge (utility account)
Attachments: (0)
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
J. Infrastructure Needs Analysis
Action To Be Considered:
Approve the Infrastructure Needs Analysis, Final Report.
Facts:
➢ At the January 12, 2021, special workshop, the City Council received a presentation of a
utility infrastructure needs analysis from AE2S, the City’s engineering consultant. The
analysis addressed the increasing needs for rehabilitation and replacement of the public
utility infrastructure.
➢ On March 9, 2021, the Council received a presentation from Northland Securities, utilizing
the data from the AE2S report, of a utility rate study. Northland provided feedback
regarding future funding considerations of a long-term financial management plan for
water, sanitary sewer, storm drain/water quality and street lighting utilities.
➢ The utility rate study suggested rate changes being implemented effective January 2022.
➢ The final draft of the utility infrastructure needs analysis includes the following elements:
o Capital Needs Model and Asset Inventory Development - Model includes master
planning documents, five-year capital improvement plans, city-wide
comprehensive plans, city utilities budgets, asset inventory, other planned capital
projects or expansions, and GIS-based inventory data.
o System Growth and Redevelopment Analysis – Includes system growth and
redevelopment assumptions by City staff, increased Atlas 14 rainfall
considerations, and established infrastructure replacement timelines.
o Operating & Maintenance (O&M) Cost Projections – Forecasts budgets, escalation
factors, additional insight from planning documents and asset condition
assessment.
o Long-Term Rehabilitation and Renewal (R&R) Plan Development – Underground
facilities models incorporated pipeline age, material, and failure history to
estimate the future failure probability. This information was combined with the
capital needs model and the O&M projections to complete the long-term R&R
plan. Above ground facilities used remaining life estimates. Water quality and
streetlight utilities used the capital needs model and the O&M projections.
o Model Refinements and Documentation - Refinements and adjustments could
have been made due to the recommendations of the Utility Rate Study. The utility
revenue forecasts incorporated the needs analysis projections so that no changes
were suggested to the material presented at the January 12 Council workshop.
Attachments: (1)
CJ-1 Infrastructure Needs Analysis, Final Report
March 2021
Title
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EAGAN LONG-TERM CAPITAL R&R STUDY
LONG-TERM CAPITAL R&R STUDY
For
March 2021
Professional Certification
I hereby certify that this report was prepared by me or under my direct
supervision and that I am a duly Registered Professional Engineer under the laws
of the State of Minnesota.
Name: Jacob D. Strombeck, PE
Company: Advanced Engineering and Environmental Services, LLC (AE2S)
Date: March 29, 2021 Registration Number: PE-52806
Prepared By:
Advanced Engineering and Environmental Services, LLC (AE2S)
www.ae2s.com
Water Tower Place Business Center
6901 E Fish Lake Road, Suite 184
Maple Grove, MN 55369
Eagan Long-Term Capital R&R Study
Table of Contents
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Table of Contents
Title ............................................................................................................................................................... 0
Professional Certification .......................................................................................................................... i
Table of Contents ...................................................................................................................................... ii
List of Figures ............................................................................................................................................ iv
List of Tables ............................................................................................................................................... v
List of Acronyms ....................................................................................................................................... vi
Executive Summary ................................................................................................................................... 1
Chapter 1.0 Introduction and Background ............................................................................. 1-1
1.1 Project Goals .................................................................................................................................................. 1-1
1.2 Challenges Facing Eagan’s Infrastructure ............................................................................................ 1-1
1.3 Report and Deliverables Overview ......................................................................................................... 1-2
Chapter 2.0 Water Utility R&R Plan .......................................................................................... 2-1
2.1 Horizontal Water Assets R&R Plan ........................................................................................................ 2-1
2.1.1 Risk Framework ............................................................................................................................................... 2-1
2.1.2 Consequence of Failure Assessment ...................................................................................................... 2-2
2.1.3 Likelihood of Failure Assessment ............................................................................................................ 2-4
2.1.4 Rehabilitation Prioritization ....................................................................................................................... 2-8
2.1.5 50-Year Analysis ............................................................................................................................................. 2-8
2.1.6 Analysis Results ............................................................................................................................................. 2-12
2.1.7 Risk Analysis Limitations ........................................................................................................................... 2-14
2.2 Vertical Water Assets R&R Plan ........................................................................................................... 2-14
2.3 Water R&R Plan Summary ..................................................................................................................... 2-15
Chapter 3.0 Sanitary Sewer Utility ............................................................................................ 3-1
3.1 Horizontal Sanitary Sewer Assets R&R Plan ....................................................................................... 3-1
3.1.1 Risk Framework ............................................................................................................................................... 3-1
3.1.2 Consequence of Failure Assessment ...................................................................................................... 3-2
3.1.3 Likelihood of Failure Assessment ............................................................................................................ 3-4
3.1.4 Rehabilitation Prioritization ....................................................................................................................... 3-8
3.1.5 50-Year Analysis ............................................................................................................................................. 3-8
3.1.6 Analysis Results ............................................................................................................................................. 3-12
3.1.7 Risk Analysis Limitations ........................................................................................................................... 3-15
3.2 Vertical Sanitary Sewer Assets R&R Plan .......................................................................................... 3-15
3.3 Sanitary Sewer R&R Plan Summary .................................................................................................... 3-15
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Chapter 4.0 Stormwater Utility ................................................................................................. 4-1
4.1 Horizontal Storm Sewer Assets R&R Plan ........................................................................................... 4-1
4.1.1 Risk Framework and Zone Methodology ............................................................................................. 4-1
4.1.2 Consequence of Failure Assessment ...................................................................................................... 4-2
4.1.3 Likelihood of Failure Assessment ............................................................................................................ 4-4
4.1.4 Summary and Recommendations ........................................................................................................... 4-8
4.2 Vertical Storm Sewer Assets R&R Plan .............................................................................................. 4-14
4.3 Stormwater R&R Plan Summary .......................................................................................................... 4-14
Chapter 5.0 Water Quality Utility .............................................................................................. 5-1
Chapter 6.0 Streetlight Utility .................................................................................................... 6-1
Chapter 7.0 Utility Staffing ......................................................................................................... 7-1
Chapter 8.0 Study Conclusions and Next Steps ..................................................................... 8-1
Chapter 9.0 City Council Workshop Presentation .................................................................. 9-1
Chapter 10.0 Final Project Presentation ................................................................................... 10-1
Chapter 11.0 R&R Spreadsheet Model ...................................................................................... 11-1
Eagan Long-Term Capital R&R Study
List of Figures
March 2021
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List of Figures
Figure ES.1 Estimated R&R Needs by Utility .......................................................................................... 1
Figure ES.2 Currently Planned R&R Revenue vs. Estimated R&R Needs ..................................... 2
Figure ES.3 Miles of Underground Infrastructure R&R Needs......................................................... 2
2020s Pipe Survival Probability ........................................................................................ 2-9
2030s Pipe Survival Probability ..................................................................................... 2-10
2040s Pipe Survival Probability ..................................................................................... 2-10
2050s Pipe Survival Probability ..................................................................................... 2-11
2060s Pipe Survival Probability ..................................................................................... 2-11
Estimated Water Main Replacement by Decade .................................................... 2-13
Total Water Utility R&R Plan (Five-Year Increments) ............................................ 2-15
Annual Water Utility R&R Plan vs. Currently Planned Revenue ........................ 2-16
2020s Pipe Survival Probability ........................................................................................ 3-9
2030s Pipe Survival Probability ..................................................................................... 3-10
2040s Pipe Survival Probability ..................................................................................... 3-10
2050s Pipe Survival Probability ..................................................................................... 3-11
2060s Pipe Survival Probability ..................................................................................... 3-11
Estimated Sanitary Sewer R&R by Decade ............................................................... 3-14
Total Sanitary Sewer Utility R&R Plan (Five-Year Increments) .......................... 3-16
Annual Sanitary Sewer Utility R&R Plan vs. Currently Planned Revenue ...... 3-17
2020s Pipe Survival Probability ........................................................................................ 4-6
Estimated Storm Sewer R&R by Decade ...................................................................... 4-7
Storm Sewer Pipe Estimated Failure ............................................................................... 4-8
Map of Stormwater Zones and Risk Analysis Results .............................................. 4-9
Map of Stormwater Zones, Risk Analysis Results, and Trunk-Lines ................ 4-10
Map of Stormwater Zones and Performance Risk Results .................................. 4-12
Map of Stormwater Zones, Performance Risk Results, and Trunk-Lines ....... 4-13
Total Stormwater Utility R&R Plan (Five-Year Increments) ................................. 4-15
Annual Stormwater/WQ Utility R&R Plan vs. Currently Planned Revenue ... 4-16
Total Water Quality Utility R&R Plan (Five-Year Increments) ............................... 5-2
Annual Stormwater/WQ Utility R&R Plan vs. Currently Planned Revenue ...... 5-3
Total Streetlight Utility R&R Plan (Five-Year Increments) ...................................... 6-2
Annual Streetlight Utility R&R Plan vs. Currently Planned Revenue .................. 6-2
Annual New Staff Required (per $500,000 in New R&R Activity) ....................... 7-1
Annual New Staff Required (per $750,000 in New R&R Activity) ....................... 7-2
Total Utility R&R Plan (Five-Year Increments) ............................................................ 8-2
Currently Planned R&R Revenue vs. Estimated R&R Needs ................................. 8-3
Miles of Underground Infrastructure R&R Needs..................................................... 8-4
Costs of Underground Infrastructure R&R Needs .................................................... 8-4
Eagan Long-Term Capital R&R Study
List of Tables
March 2021
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List of Tables
Table 2.1 Pipe Diameter Scoring ......................................................................................................... 2-2
Table 2.2 Critical Facilities Scoring ..................................................................................................... 2-3
Table 2.3 Connected Laterals Scoring ............................................................................................... 2-3
Table 2.4 COF Weighting Factors – Water....................................................................................... 2-4
Table 2.5 Survival Probability Scoring ............................................................................................... 2-4
Table 2.6 Water Main Leaks Scoring .................................................................................................. 2-5
Table 2.7 Guides for Estimating Risk of Corrosion Potential for Uncoated Steel ............. 2-6
Table 2.8 Corrosive Soils Scoring ........................................................................................................ 2-7
Table 2.9 Available Fire Flow Scoring ................................................................................................ 2-7
Table 2.10 Operating Pressure Scoring ............................................................................................... 2-7
Table 2.11 LOF Weighting Factors - Water ........................................................................................ 2-8
Table 2.12 50-Year Water Main Replacement Estimation ......................................................... 2-12
Table 3.1 Pipe Diameter Scoring ......................................................................................................... 3-2
Table 3.2 Critical Facilities Scoring ..................................................................................................... 3-3
Table 3.3 Connections Served Scoring ............................................................................................. 3-3
Table 3.4 Interceptor Scoring ............................................................................................................... 3-4
Table 3.5 COF Weighting Factors – Sanitary Sewer ..................................................................... 3-4
Table 3.6 Survival Probability Scoring ............................................................................................... 3-5
Table 3.7 Sanitary Sewer Request Scoring ...................................................................................... 3-5
Table 3.8 Acoustic Inspection Scoring .............................................................................................. 3-6
Table 3.9 Sanitary Sewer Activity Scoring ........................................................................................ 3-6
Table 3.10 Sanitary Sewer Main Slope Scoring ................................................................................ 3-7
Table 3.11 LOF Weighting Factors – Sanitary Sewer ...................................................................... 3-7
Table 3.12 50-Year Sanitary Sewer Main Replacement Estimation ....................................... 3-12
Table 3.13 50-Year Sanitary Sewer Main Lining Estimation ..................................................... 3-12
Table 4.1 Storm Sewer COF Criteria, Weighting, and Scoring ................................................. 4-3
Table 4.2 Strom Sewer LOF Criteria and Weighting .................................................................... 4-5
Table 8.1 Total Utility R&R Needs (50-Years) ................................................................................. 8-1
Table 11.1 Water Utility Detailed R&R Plan ................................................................................... 11-1
Table 11.2 Sanitary Sewer Utility Detailed R&R Plan .................................................................. 11-4
Table 11.3 Stormwater Utility Detailed R&R Plan ........................................................................ 11-6
Table 11.4 Water Quality Utility Detailed R&R Plan .................................................................... 11-8
Table 11.5 Streetlight Utility Detailed R&R Plan ......................................................................... 11-10
Table 11.6 Stormwater Zone Risk Score Tabulation .................................................................. 11-11
Eagan Long-Term Capital R&R Study
List of Acronyms
March 2021
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List of Acronyms
AE2S Advanced Engineering and Environmental Services, LLC
AWWA American Water Works Association
BMPs best management practices (for improving water quality)
B&V Black & Veatch, Inc.
CCTV closed-circuit television (for televising pipes)
CIPP cured in place pipe
COF consequence of failure (risk analysis)
DIP ductile iron pipe
FTE full time equivalent (staffing needs)
GIS Geographic Information System
gpm gallons per minute (flow rate)
HGL hydraulic grade line
LOF likelihood of failure (risk analysis)
MNDOT MN Department of Transportation
MS4 municipal separate storm sewer system (MS4) stormwater permits
NRCS Natural Resources Conservation Service (of the USDA)
O&M operation and maintenance (costs)
PRV pressure reducing valves
PSI pounds per square inch (pressure)
R&R rehabilitation and replacement (for infrastructure)
SWMP Storm Water Master Plan
USDA US Department of Agriculture
WQ Water Quality (Utility)
Eagan Long-Term Capital R&R Study
Executive Summary
March 2021
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Executive Summary
Eagan’s infrastructure is generally in good shape today; however, on-going rehabilitation and
replacement (R&R) needs are outpacing currently planned R&R funding. The goal of this study is
to determine the long-term (50-years) infrastructure R&R needs and corresponding financial
needs required to keep Eagan’s infrastructure in good shape. The overall findings of this study
include:
• Total R&R needs of the next 5-years are $63.2M and total $263.6M in the next 20-years
for the five utilities analyzed within this study (as shown in Figure ES.1).
• Meeting this need requires a 95% increase in R&R spending over the next 5-years
(compared to planned funding as shown in Figure ES.2) and a tripling of R&R needs by
2040.
• For the entire 50-year planning horizon, R&R needs are 5.0 times more than planned
funding, primarily driven by many assets nearing end of life in later years (including large
portions of underground infrastructure as shown in Figure ES.3).
• The addition of 3 to 5 new staff members is recommended to accomplish the increased
R&R needs in the next 5-years.
Figure ES.1 Estimated R&R Needs by Utility
$0.0
$50.0
$100.0
$150.0
$200.0
$250.0
$300.0
$350.0
$400.0
MillionsTotal Utility R&R Needs (5-Year Increments)
Water / Equipment Sanitary Storm / Water Quality Streetlights
Includes 3% Annual Inflation
Eagan Long-Term Capital R&R Study
Executive Summary
March 2021
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Page 2
Figure ES.2 Currently Planned R&R Revenue vs. Estimated R&R Needs
Figure ES.3 Miles of Underground Infrastructure R&R Needs
$5.8 $5.9 $6.3 $6.6 $7.0 $8.1 $9.3 $10.8 $12.6 $14.6
$12.6 $12.3 $13.1 $14.7
$21.4 $23.0
$30.3
$41.0
$65.6
$75.8
$0.0
$20.0
$40.0
$60.0
$80.0
Annual SpendingMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
0.00
20.00
40.00
60.00
80.00
100.00
120.00
140.00
160.00
180.00
2020s 2030s 2040s 2050s 2060s
Pipeline Miles Replaced/Lined
Stormwater Replacement
Stormwater Lining
Sewer Lining
Sewer Replacement
Water Replacement
Includes 3% Annual Inflation
Eagan Long-Term Capital R&R Study
Chapter 1.0 – Introduction and Background
March 2021
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Chapter 1.0 Introduction and Background
Eagan’s infrastructure is generally in good shape today; however, on-going rehabilitation and
replacement (R&R) needs are outpacing currently planned R&R funding. The goal of this study is
to determine the long-term (50-years) infrastructure R&R needs and corresponding financial
needs required to keep Eagan’s infrastructure in good shape. The five utilities included in this
analysis are:
• Water Utility
• Sanitary Sewer Utility
• Stormwater Utility
• Water Quality (WQ) Utility
• Streetlights Utility
1.1 Project Goals
The overall goals of this study include:
• Primary: Analyze long-term (50-years) infrastructure R&R needs (include considerations
for related operation and maintenance (O&M) costs) to understand financial needs
required to maintain the City’s current level of service.
o Perform a system-wide and holistic analysis
o Incorporate elements of risk (consequences and likelihoods of failure)
o Address potential staffing and equipment needs
• Secondary: Develop planning tools and models for on-going R&R needs analysis
1.2 Challenges Facing Eagan’s Infrastructure
Each utility has unique challenges and needs identified through this study and generally the
following are the key challenges facing Eagan’s infrastructure:
• Much of Eagan was developed at the same time resulting in infrastructure of similar ages
(which clusters together the timing of future R&R)
• Infrastructure is aging and will require on-going and increasing R&R
• Current R&R funding approach is spending down reserves
• Future cost/investment needs will exceed currently planned funding
• Increased precipitation causing an increase in infrastructure needs (Atlas 14 related)
• Regulatory changes and updated permit requirements
• Within this industry, replacement costs are exceeding inflation rates
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Chapter 1.0 – Introduction and Background
March 2021
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1.3 Report and Deliverables Overview
The following is an overview of the report and other project deliverables:
• Chapter 1.0 provides project introduction and background for this study.
• Chapter 2.0 through Chapter 6.0 outlay the R&R plans and results of each utility.
• Chapter 7.0 recommends future staffing required to address the increase in R&R needs.
• Chapter 8.0 provides overall project conclusions and next steps.
• Chapter 9.0 is an abbreviated project presentation presented at the Council Workshop
on January 12, 2021.
• Chapter 10.0 is the full project presentation and includes additional detail not included in
the Council Workshop presentation.
• Chapter 11.0 includes the detailed R&R model line items for the final spreadsheet.
• Eagan Utilities R&R Model - v6.xlsx is the final spreadsheet model and includes all
elements and documentation of this project.
• Geographic Information System (GIS) files are included with project deliverables.
Note: the financial charts and models within this report are shown with a 3% annual
inflation and this can globally be adjusted within the final spreadsheet model.
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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Page 2-1
Chapter 2.0 Water Utility R&R Plan
The rehabilitation and replacement (R&R) plan for the Water Utility was developed using two
distinct approaches for the two broad asset categories; horizontal and generally underground
distribution system (pipes) and the vertical and generally above ground infrastructures (treatment
plants, pump stations, storage reservoirs, etc.). The approach for the horizontal assets (Section
2.1) used a risk-based methodology that estimates the timing of likely failure and plans for
appropriate rehabilitation at the time of estimated failure. The approach for vertical assets
(Section 2.2) involved reviewing the City’s past and currently planned R&R activities; ongoing
discussions with public works staff on expanded R&R needs; and planning replacements based
on the City’s asset database, expected life, and indexed initial installation costs.
2.1 Horizontal Water Assets R&R Plan
This chapter is intended to summarize the process and results of a system wide R&R analysis of
the horizontal assets (pipes) within the water distribution system. The analysis provides a system-
wide evaluation to categorize the risk of asset failure using a consistent framework based on the
consequence of failure (COF) and the likelihood of failure (LOF). In this analysis, risk is used as a
metric by which the need for R&R is measured. A higher risk score indicates a more immediate
need to complete R&R activities. A lower risk score indicates no immediate action is needed, and
the asset can continue to remain in service with routine maintenance and inspection.
The ultimate goal of this analysis is to provide accurate capital expense forecasting for the next
50 years to enable the City to appropriately plan and budget their future R&R needs.
After a thorough review of the assets, a level of service or risk tolerance was identified as the
target for the City to achieve and maintain over the next 50 years. Five sequential 10-year risk
scenarios were analyzed to simulate both the aging of the infrastructure over time as well as the
recommended R&R activities being completed to maintain the desired system wide risk tolerance.
2.1.1 Risk Framework
The International Standard ISO 55000 (Asset management – Overview, principles, and
terminology) outlines several approaches to calculate the risk of an asset. The approach utilized
for the City of Eagan is the linear addition method. Using this approach, the weighted COF and
LOF scores are summed to calculate the total risk score, as shown in the equation below.
Total Risk Score = (COF1 x Weight1 +…+ COFn x Weightn) + (LOF1 x Weight1 +…+ LOFn x Weightn)
The risk assessment utilized data from the City’s GIS database and US Department of Agriculture
(USDA) Web Soil Survey to score assets based on several COF and LOF criteria, as described in the
following sections.
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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2.1.2 Consequence of Failure Assessment
A composite COF score was determined for each water main asset based on the following factors:
• Pipe diameter (City’s GIS data)
• Proximity to critical facilities – fire stations, health care providers, law enforcement and
school (City’s GIS data)
• Number of connected laterals (Address analysis)
The COF scores for each of these criteria, as well as the distribution of assets associated with each
score, are summarized in the following sections.
2.1.2.1 Pipe Diameter
To quantify the impact of failure that any water main would have on the water distribution system,
all water mains were assigned a COF based on pipe diameter. This is shown in Table 2.1.
Table 2.1 Pipe Diameter Scoring
Pipe Diameter (inches) Score
< 4” 1
4” 2
6” 3
8” 4
10” 5
12” 6
16” 7
20” 8
24” 9
42” 10
2.1.2.2 Critical Facilities
The City identified 120 facilities throughout the City considered critical due to the service they
provide. These facilities that would be significantly impacted by the interruption of water service
were separated into the four categories shown in Table 2.2. There are many pipes that contribute
to the water service of any single service connection. However, for this COF criteria, the pipes
within a 1,000-foot distance of the critical facility were classified as those directly providing water
service to the critical facilities. The COF scores for the four different types of critical facilities are
also shown in Table 2.2.
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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Table 2.2 Critical Facilities Scoring
Facility Type Score
Fire Stations 10
Health Care Providers 10
Law Enforcement 10
School 10
2.1.2.3 Connected Laterals
The number of connections served by each water main provides a way to quantify the number of
customers affected by the potential failure of each water main. Address points from Dakota
County’s GIS data were used to determine the number of customers served by each main rather
than counting laterals which would fail to account for multi-family housing units where multiple
users are served by a single lateral connection.
Water main assets serving a higher number of customers results in a higher COF score. The
resulting COF scores are shown in Table 2.3.
Table 2.3 Connected Laterals Scoring
Number of Connected Laterals Score
≤ 9 1
10 - 22 2
23 - 37 3
38 - 53 4
54 - 69 5
70 - 89 6
90 - 117 7
118 - 156 8
157 - 248 9
≥ 249 10
2.1.2.4 COF Weighting Factors
Not all COF criteria are equally as important to the City. This is accounted for in the risk analysis
by assigning weighting factors to the COF scores as shown in Table 2.4. COF scores are multiplied
by the appropriate weighting factor.
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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Table 2.4 COF Weighting Factors – Water
COF Factor Weight
Pipe Diameter 2
Critical Facilities within 1,000 Feet 1
Connected Laterals 2
2.1.3 Likelihood of Failure Assessment
A composite LOF score was determined for each water main asset based on the following factors:
• Survival Probability (pipe material and age)
• Pipe Leaks (City’s GIS data)
• Corrosive Soil (USDA Soils & City’s staff input)
• Available Fire Flow (City’s GIS data)
• Operating Pressure (City’s GIS data)
The LOF scores for each of these criteria, are summarized in the following sections.
2.1.3.1 Survival Probability
As pipes reach the end of their expected useful life, pipe failure is more likely to occur. Pipe
survival probability is calculated using industry standard deterioration curves for the different pipe
materials. In this LOF analysis, the probability of pipe survival in the next decade is ranked and
scored by percentages as shown in Table 2.5.
Table 2.5 Survival Probability Scoring
Probability of Survival in Next Decade Score
10 % 10
15 % 9
20 % 8
25 % 7
30 % 6
35 % 5
40 % 4
45 % 3
50 % 2
100 % 1
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Chapter 2.0 – Water Utility R&R Plan
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2.1.3.2 Water Main Leaks
GIS records were utilized to quantify the number of recorded pipe breaks on each asset.
Additionally, any pipe breaks occurring prior to the recorded installation date of the pipe were
ignored. The LOF scores corresponding to the number of recorded breaks are shown in Table 2.6.
Table 2.6 Water Main Leaks Scoring
# of Leaks Score
0 0
0 - 2 7
3 8
4 - 5 9
6 - 9 10
2.1.3.3 Soil Corrosivity
The presence of different chemicals and moisture in soil can cause the corrosion and eventual
failure of steel pipes and fittings in a water distribution system. The National Cooperative Soil
Survey (produced by the USDA Natural Resources Conservation Service (NRCS)) data was used to
delineate the corrosive soils within the City of Eagan along with input from City staff. Soil
corrosivity is categorized as “low,” “moderate,” or “high” as defined in the following list and Table
2.7 below, which comes from the NRCS National Soil Survey Handbook1.
1 U.S. Department of Agriculture, Natural Resources Conservation Service. 2019. National Soil Survey Handbook,
Title 430-VI.
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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Table 2.7 Guides for Estimating Risk of Corrosion Potential for Uncoated Steel
Internal Free Water Occurrence Class (or Drainage Class)
and General Texture Group
Low
▪ Very deep internal free water occurrence (or excessively drained to well drained) coarse to
medium textured soils; or
▪ Deep internal free water occurrence (or moderately well drained) coarse textured soils; or
▪ Moderately deep internal free water occurrence (or somewhat poorly drained) coarse
textured soils
Moderate
▪ Very deep internal free water occurrence (or well drained) moderately fine textured soils;
or
▪ Deep internal free water occurrence (or moderately well drained) moderately coarse and
medium textured soils; or
▪ Moderately deep internal free water occurrence (or somewhat poorly drained) moderately
coarse textured soils; or
▪ Very shallow internal free water occurrence (or very poorly drained) soils with a stable
high-water table
High
▪ Very deep internal free water occurrence (or well drained) fine textured or stratified soils;
or
▪ Deep internal free water occurrence (or moderately well drained) moderately fine and fine
textured or stratified soils; or
▪ Moderately deep internal free water occurrence (or somewhat poorly drained) medium to
fine textured or stratified soils; or
▪ Shallow or very shallow internal free water occurrence (or poorly or very poorly drained)
soils with a fluctuating water table
Property Low Moderate High
Total acidity (cmol(+)/kg) <10 10-25 ≥25
Conductivity of saturated extract (dS/m) <1 1-4, 4-10* >4, >10*
Resistivity at saturation (ohm-cm) ≥5,000 2,000-5,000 <2,000
* for saturated soils
The LOF scores assigned to the different soil corrosivity classifications are shown in Table 2.8. The
Soil corrosivity factors were applied to all pipes regardless of pipe material under the assumption
that even on plastic pipe, the ductile iron fittings and valves are still susceptible to corrosion.
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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Table 2.8 Corrosive Soils Scoring
Corrosive Soils Score
High 10
Moderate 5
Low 2
2.1.3.4 Available Fire Flow
Available fire flow pressure in a water distribution system shows where the system has too much
or too little pressure. The LOF scores corresponding to these pressures are summarized in Table
2.9.
Table 2.9 Available Fire Flow Scoring
Available Fire Flow (gpm) Score
1,000 10
1,001 – 2,000 5
2,001 – 5,829 1
2.1.3.5 Operating Pressure
Operating pressure in a water distribution system can increase the frequency and severity of pipe
leaks and breaks. The LOF scores corresponding to these pressures are summarized in Table 2.10.
Table 2.10 Operating Pressure Scoring
Operating Pressure (psi) Score
<35 10
36 - 45 4
46 - 55 0
56 - 65 0
66 - 75 0
76 - 85 0
86 - 95 6
96 - 105 7
106 - 115 7
116 - 1300 10
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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2.1.3.6 LOF Weighting Factors
Not all LOF criteria are equally as important to the City. This is accounted for in the risk analysis
by assigning weighting factors to the LOF scores. LOF scores are multiplied by the appropriate
weighting factor, then added to the weighted COF scores to calculate the total risk score. Table
2.11 summarizes the LOF weighting factors used in the risk analysis.
Table 2.11 LOF Weighting Factors - Water
LOF Factor Weight
Survival Probability 7
Pipe Leaks 7
Corrosive Soils 3
Available Fire Flow 1
Operating Pressure 1
2.1.4 Rehabilitation Prioritization
The risk score calculated following the procedure outlined in this memorandum provides a metric
by which rehabilitation projects may be prioritized. As a reminder, the total risk score is calculated
with the following formula:
Total Risk Score = (COF1 x Weight1 +…+ COFn x Weightn) + (LOF1 x Weight1 +…+ LOFn x Weightn)
A total risk score is a qualitative way of defining which combined factors should warrant a capital
improvement project. Total risk scores for the entire network were analyzed, paying particular
attention to the scores of the pipes known to have maintenance issues or those planned for near
term replacement. This approach balanced with the City’s goal of replacing old pipe before
failures occur provided the guidance to identify a target risk score or desired level of service. In
the context of a 50-year utility plan, this target risk score of 70 simply provides a trigger point for
completing R&R activities.
2.1.5 50 -Year Analysis
Over the next 50 years, infrastructure will continue to age and deteriorate, and the City will
complete targeted rehabilitation and replacement activities. To better quantify the timing of
expenses expected in this simultaneous aging and rehabilitation cycle, a 50-year analysis was
completed by focusing on ten-year increments. In each ten-year increment, two critical
assumptions were made:
• Pipes were assumed to age and deteriorate following industry standard deterioration
curves.
• Replacement activities were simulated by assuming all pipes with a total risk score greater
than 70 were replaced with Ductile Iron Pipe (DIP). The replacement activities reset the
Eagan Long-Term Capital R&R Study
Chapter 2.0 – Water Utility R&R Plan
March 2021
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Page 2-9
life cycle of the respective pipes, assuming the DIP has a useful life of approximately 95
years.
• With the simulation of each passing decade, the pipe age and life cycle adjustments were
accounted for and the risk analysis was recalculated. Top priority rehabilitation actions to
be completed in each of the respective decades were identified.
Based on the pipe material and year of installation, a survival probability was calculated for each
pipe individually. The pipe survival probabilities averaged by material types (by decade) are shown
in the following figures (Figure 2.1 through Figure 2.5).
2020s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2020 2030 2040 2050 2060 2070 2080 2090 2100 2110 2120Survival Probability (%)Water Pipe Survival Probability (2020s)
PVC DIP CIP
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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2030s Pipe Survival Probability
2040s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2030 2040 2050 2060 2070 2080 2090 2100 2110 2120 2130Survival Probability (%)Water Pipe Survival Probability (2030s)
PVC DIP CIP
0
10
20
30
40
50
60
70
80
90
100
2040 2050 2060 2070 2080 2090 2100 2110 2120 2130 2140Survival Probability (%)Water Pipe Survival Probability (2040s)
PVC DIP CIP
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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2050s Pipe Survival Probability
2060s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2050 2060 2070 2080 2090 2100 2110 2120 2130 2140 2150Survival Probability (%)Water Pipe Survival Probability (2050s)
PVC DIP CIP
0
10
20
30
40
50
60
70
80
90
100
2060 2070 2080 2090 2100 2110 2120 2130 2140 2150 2160Survival Probability (%)Water Pipe Survival Probability (2060s)
PVC DIP CIP
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Chapter 2.0 – Water Utility R&R Plan
March 2021
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Page 2-12
2.1.6 Analysis Results
The results of the analysis include the anticipated lengths of pipe (by diameter) that will need to
be replaced and lined over the next 50 years. Table 2.12 summarizes the length of pipe assumed
to be replaced with SDR-35 over the next 50 years. The unit prices assumed were calculated from
the City’s recent street replacement projects. Based on the methodology and assumptions
detailed in this section, Figure 2.6 highlights the pipes likely to be rehabilitated or replaced over
the next 50 years.
Table 2.12 50-Year Water Main Replacement Estimation Size Cost / Foot (2020 Dollars) Linear Feet Replaced (5-Year Increments) 2021-20254 2026-2030 2031-2035 2036-2040 2041-2045 2046-2050 2051-2055 2056-2060 2061-2065 2066-2070 8” $150 50,053 50,053 28,086 28,086 13,036 13,036 44,325 44,325 170,579 170,579
10” $160 1,702 1,702 251 251 211 211 4,327 4,327
12” $175 8,335 8,335 3,716 3,716 4,911 4,911 19,582 19,582 34,682 34,682
16” $185 3,407 3,407 588 588 6,743 6,743 27,404 27,404 28,032 28,032
18” $250 850 850 2,473 2,473 4,543 4,543 14,491 14,491
20” $250 541 541 1,756 1,756 3,834 3,834 14,528 14,528
24” $275 819 819 4,081 4,081 9,500 9,500
30” $600 415 415 1,151 1,151
36” $600 202 202 72 72
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Estimated Water Main Replacement by Decade
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2.1.7 Risk Analysis Limitations
It should be understood that the purpose of the risk analysis/rehabilitation plan is not to identify
specific projects to be completed similar to a capital improvements plan. Rather the purpose of
the risk analysis/rehabilitation plan is to provide the City with a scientific approach to budgeting
for the amount of pipe rehabilitation and replacement that likely will be needed in the future. The
City should continue to use work order history, including breaks, to update and improve the risk
model over time.
2.2 Vertical Water Assets R&R Plan
Beyond the 346 miles of underground watermain, the City of Eagan’ Water Utility owns, operates,
and maintains:
• 22 groundwater supply wells (with plans for a future Well 23)
• 2 water plants and 2 pump stations
• 7 storage tanks/reservoirs (including one converted to a telecommunications tower)
• 29 pressure reducing valve (PRV) stations
• A variety of maintenance equipment to support utility operations
To develop the R&R plan for the vertical water assets, the following documentation (including
numerous discussions with the project team) was reviewed and compiled. Associated R&R costs
were adjusted into today’s dollars and updated as needed to reflect current understanding of the
improvement activities.
• Citywide asset report/inventory
• Previous planning documents
• Superintendent of Utilities current R&R plan (which included improvement cycles)
• Latest 5-year capital improvements plan
• Recent construction projects and bid tabs (to update R&R costs)
• On-going discussions with the project team and other city staff
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2.3 Water R&R Plan Summary
The following summarizes the Water Utility R&R Plan:
• Total R&R needs of the next 5-years are $26.8M and total $109.5M in the next 20-years
(as shown in Figure 2.7)
• Meeting this need requires a 150% increase in R&R spending in the next 20-years
(compared to planned funding as shown in Figure 2.8)
• For the entire 50-year planning horizon, R&R needs are 5.3 times more than planned
funding, primarily driven by many assets nearing end of life in later years
• Additional details are shown later in Table 11.1 and can be found in the Eagan Utilities
R&R Model - v6.xlsx spreadsheet
Total Water Utility R&R Plan (Five-Year Increments)
$26.8 $29.4 $25.8 $27.5
$44.6 $47.0
$72.1
$111.3
$197.9
$232.6
$0.0
$50.0
$100.0
$150.0
$200.0
$250.0
MillionsTotal Utility R&R Needs
Well
Treatment
Telecommunications
Reservoir
Pressure Reducing
Meters
Distribution System
Utility Equipment
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Annual Water Utility R&R Plan vs. Currently Planned Revenue
$2.0 $2.1 $2.2 $2.3 $2.5 $2.8 $3.3 $3.8 $4.4 $5.1$5.4 $5.9 $5.2 $5.5
$8.9 $9.4
$14.4
$22.3
$39.6
$46.5
$0.0
$5.0
$10.0
$15.0
$20.0
$25.0
$30.0
$35.0
$40.0
$45.0
$50.0
Annual R&R Revenue / NeedsMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
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Chapter 3.0 Sanitary Sewer Utility
The rehabilitation and replacement (R&R) plan for the Sanitary Utility was developed using two
distinct approaches for the two broad asset categories; horizontal and generally underground
sanitary sewer assets (pipes) and the vertical and generally above ground infrastructures (lift
stations, equipment, etc.). The approach for the horizontal assets (Section 3.1) used a risk-based
methodology that estimates the timing of likely failure and plans for appropriate rehabilitation at
the time of estimated failure. The approach for vertical assets (Section 3.2) involved reviewing the
City’s past and currently planned R&R activities; ongoing discussions with public works staff on
expanded R&R needs; and planning replacements based on the City’s asset database, expected
life, and indexed initial installation costs.
3.1 Horizontal Sanitary Sewer Assets R&R Plan
This section is intended to summarize the process and results of a system-wide R&R analysis of
the horizontal assets (pipes) within the sanitary sewer system. The analysis provides a system-
wide evaluation to categorize the risk of asset failure using a consistent framework based on the
consequence of failure (COF) and the likelihood of failure (LOF). In this analysis, risk is used as a
metric by which the need for R&R is measured. A higher risk score indicates a more immediate
need to complete R&R activities. A lower risk score indicates no immediate action is needed, and
the asset can continue to remain in service with routine maintenance and inspection.
The ultimate goal of this analysis is to provide accurate capital expense forecasting for the next
50 years to enable the City to appropriately plan and budget their future R&R needs.
After a thorough review of the assets, a level of service or risk tolerance was identified as the
target for the City to achieve and maintain over the next 50 years. Five sequential 10-year risk
scenarios were analyzed to simulate both the aging of the infrastructure over time as well as the
recommended R&R activities being completed to maintain the desired system wide risk tolerance.
3.1.1 Risk Framework
The International Standard ISO 55000 (Asset management – Overview, principles, and
terminology) outlines several approaches to calculate the risk of an asset. The approach utilized
for the City of Eagan is the linear addition method. Using this approach, the weighted COF and
LOF scores are summed to calculate the total risk score, as shown in the equation below.
Total Risk Score = (COF1 x Weight1 +…+ COFn x Weightn) + (LOF1 x Weight1 +…+ LOFn x Weightn)
The risk assessment utilized data from the City’s GIS database and US Department of Agriculture
(USDA) Web Soil Survey to score assets based on several COF and LOF criteria, as described in the
following sections.
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3.1.2 Consequence of Failure Assessment
A composite COF score was determined for each sanitary sewer main based on the following
factors:
• Pipe diameter (City’s GIS data)
• Proximity to critical facilities – fire stations, health care facilities, law enforcement,
businesses, sanitary lift stations and schools (City’s GIS data)
• Number of connected service laterals (Address point analysis)
• Sanitary sewer classification as interceptor (City’s GIS data)
The COF scores for each of these criteria, are summarized in the following sections.
3.1.2.1 Pipe Diameter
To quantify the impact of failure that any sewer main would have on the sanitary sewer system,
all sewer mains were assigned a COF based on pipe diameter. This is shown in Table 3.1.
Table 3.1 Pipe Diameter Scoring
Pipe Diameter (inches) Score
< 8” 1
8” 2
10” 3
12” 4
16” 5
18” 6
24” 7
27” 8
30” 9
36” 10
3.1.2.2 Critical Facilities
The City identified 120 facilities throughout the City considered critical due to the service they
provide. These facilities that would be significantly impacted by the interruption of sanitary sewer
service were separated into the four categories shown in Table 3.2. There are many pipes that
contribute to the sanitary sewer service of any single service connection. However, for this COF
criteria, the pipes within a 1,000-foot distance of the critical facility were classified as those directly
providing sewer service to the critical facilities. The COF scores for the four different types of
critical facilities are also shown in Table 3.2.
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Table 3.2 Critical Facilities Scoring
Facility Type Score
Fire Stations 8
Health Care Providers 10
Law Enforcement 7
Sanitary Lift Station 10
School 8
3.1.2.3 Connections Served
The number of connections served by each sewer main provides a way to quantify the number of
customers affected by the potential failure of each sanitary main. Address points from Dakota
County’s GIS data were used to determine the number of customers served by each main rather
than counting laterals which would fail to account for multi-family housing units where multiple
users are served by a single lateral connection.
Sanitary main assets serving a higher number of customers results in a higher COF score. The
resulting COF scores are shown in Table 3.3.
Table 3.3 Connections Served Scoring
Number of Customers Affected Score
≤ 3 1
4 - 7 2
8 - 13 3
14 - 22 4
23 - 32 5
33 - 44 6
45 - 62 7
63 - 86 8
87 - 125 9
126 - 226 10
3.1.2.4 Interceptor
Sanitary sewer mains that act as the main arteries of the collection system are considered
interceptors. The City has identified these mains within their GIS database. Due to the critical role
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these interceptors have in the collection system, an elevated COF score was assigned as shown in
Table 3.4.
Table 3.4 Interceptor Scoring
Interceptor Score
Yes 10
No 0
3.1.2.5 COF Weighting Factors
Not all COF criteria are equally important to the City. This is accounted for in the risk analysis by
assigning weighting factors to the COF scores as shown in Table 3.5. COF scores are multiplied
by the appropriate weighting factor.
Table 3.5 COF Weighting Factors – Sanitary Sewer
COF Factor Weight
Pipe Diameter 1
Critical Facilities within 1,000 Feet 2
Connected Service Laterals 2
Interceptor 2
3.1.3 Likelihood of Failure Assessment
A composite LOF score was determined for each sanitary sewer main based on the following
factors:
• Survival Probability (pipe material and age)
• Sanitary Sewer Request (City’s GIS data)
• Acoustic Inspection Results (City’s GIS data)
• Sanitary Sewer Activity (City’s GIS data)
• Pipe Slope (City’s GIS data)
The LOF scores for each of these criteria are summarized in the following sections.
3.1.3.1 Survival Probability
As pipes reach the end of their expected useful life, pipe failure is more likely to occur. Pipe
survival probability is calculated using industry standard deterioration curves for the different pipe
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materials. In this LOF analysis, the probability of pipe survival in the next decade is ranked and
scored by percentages as shown in Table 3.6.
Table 3.6 Survival Probability Scoring
Probability of Survival in Next Decade Score
10 % 10
15 % 9
20 % 8
25 % 7
30 % 6
35 % 5
40 % 4
45 % 3
50 % 2
100 % 1
3.1.3.2 Sanitary Sewer Request
Sanitary sewer requests represent locations recorded in the City’s GIS where customers have called
the City reporting problems, (usually backups) of a sanitary sewer main. The LOF scores assigned
to the mains based on customer sanitary sewer requests are shown Table 3.7.
Table 3.7 Sanitary Sewer Request Scoring
Sanitary Sewer Request Score
Yes 10
No 0
3.1.3.3 Acoustic Inspection Results
The City uses acoustic inspections to identify blockages and other problems in the sanitary sewer
system. Inspection scores are assigned to the mains based on the clarity with which sound is able
to pass through the pipe, relative to calibrated conditions representing a clear pipe. In the
acoustic inspection results, a score of 10 represents excellent condition or no blockages, and a
score of 1 represents severe blockages. The LOF scores corresponding to the acoustic inspections
results are shown in Table 3.8.
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Table 3.8 Acoustic Inspection Scoring
Acoustic Inspection Results Score
Blank / Unknown 3
1 10
2 9
3 8
4 7
5 6
6 5
7 4
8 3
9 2
10 1
3.1.3.4 Sanitary Sewer Activity
The City records sanitary sewer activities including the number of maintenance tasks completed
on each pipe (root cutting, cleaning/jet main, closed-circuit television (CCTV)). A higher number
of maintenance activities indicates a problem area for the City. The LOF scores summarized in
Table 3.9 were assigned based on the count of maintenance activities recorded for each pipe.
Table 3.9 Sanitary Sewer Activity Scoring
Count of Sanitary Sewer Activity Score
Blank / Unknown 0
1 1
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
≥ 10 10
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3.1.3.5 Sanitary Sewer Main Slope
The slope of a sanitary sewer main plays an important role in how effectively the pipe can convey
wastewater. Too shallow of a slope can result in flow backups, while too steep of slopes can cause
high velocities which result in the separation of solids from the liquids in the wastewater stream.
This accumulation of solids can result in blockages over time. The LOF scores assigned based on
the pipe slope are summarized in Table 3.10.
Table 3.10 Sanitary Sewer Main Slope Scoring
Sanitary Sewer Slope (ft/ft) Score
Blank / Unknown 5
0.000 - 0.001 10
0.001 - 0.002 9
0.002 - 0.003 5
0.003 - 0.005 3
0.005 - 0.010 1
0.010 - 0.060 3
0.060 - 0.080 4
0.080 - 0.100 9
>0.100 10
3.1.3.6 Weighting Factors
Not all LOF criteria are equally as important to the City. This is accounted for in the risk analysis
by assigning weighting factors to the LOF scores. LOF scores are multiplied by the appropriate
weighting factor, then added to the weighted COF scores to calculate the total risk score. Table
3.11 summarizes the LOF weighting factors used in the risk analysis.
Table 3.11 LOF Weighting Factors – Sanitary Sewer
LOF Factor Weight
Survival Probability 7
Sanitary Sewer Request 3
Acoustic Inspection Results 7
Sanitary Sewer Activity 4
Sanitary Sewer Main Slope 1
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3.1.4 Rehabilitation Prioritization
The risk score calculated following the procedure outlined in this memorandum provides a metric
by which rehabilitation projects may be prioritized. As a reminder, the total risk score is calculated
with the following formula:
Total Risk Score = (COF1 x Weight1 +…+ COFn x Weightn) + (LOF1 x Weight1 +…+ LOFn x Weightn)
A total risk score is a qualitative way of defining which combined factors should warrant a capital
improvement project. Total risk scores for the entire network were analyzed, paying particular
attention to the scores of the pipes known to have maintenance issues or those planned for near
term replacement. This approach balanced with the City’s goal of replacing old pipe before
failures occur provided the guidance to identify a target risk score or desired level of service. In
the context of a 50-year utility plan, this target risk score of 85 simply provides a trigger point for
completing R&R activities.
It should be noted that during the first two decades of rehabilitation planning (2020-2039) the
cutoff score for triggering a rehabilitation action was relaxed to a total risk score of 110 in years
2020-2029, and 100 in years 2030-2039. This adjustment was made to avoid immediately ramping
up to an excessively high level of rehabilitation expenses without any time to adequately build up
the budget to do so.
3.1.5 50 -Year Analysis
Over the next 50 years, infrastructure will continue to age and deteriorate, and the City will
complete targeted rehabilitation and replacement activities. To better quantify the timing of
expenses expected in this simultaneous aging and rehabilitation cycle, a 50-year analysis was
completed by focusing on ten-year increments. In each ten-year increment, two critical
assumptions were made:
• Pipes were assumed to age and deteriorate following industry standard deterioration
curves.
• Rehabilitation activities were also simulated by assuming all pipes with a total risk score
greater than 80 were either lined with cured in place pipe (CIPP) or replaced with PVC SDR-
35 material if the pipe had already been previously lined. Each of these activities reset the
life cycle of the rehabilitated pipes. CIPP was assumed to extend the useful life of the pipe
by approximately 40 years, and the replaced SDR-35 was assumed to have a useful life of
approximately 95 years.
• With the simulation of each passing decade, the pipe age and life cycle adjustments were
accounted for and the risk analysis was recalculated. Top priority rehabilitation actions to
be completed in each of the respective decades were identified.
Based on the pipe material and year of installation, a survival probability was calculated for each
pipe individually. The pipe survival probabilities averaged by material types (by decade) are shown
in the following figures (Figure 3.1 through Figure 3.5).
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Note that because these curves are averages of all the pipes of common material, the curves of
the materials used in rehabilitation (CIPP and SDR-35) increase in survival probability into the
future as rehabilitation actions are completed, while all the other materials will continue to
decrease in survival probability.
2020s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2020 2030 2040 2050 2060 2070 2080 2090 2100 2110 2120Survival Probability (%)Sanitary Sewer Survival Probability (2020s)
PVCSDR35 RCP PVC DIP CIPP VCP
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2030s Pipe Survival Probability
2040s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2030 2040 2050 2060 2070 2080 2090 2100 2110 2120 2130Survival Probability (%)Sanitary Sewer Survival Probability (2030s)
PVCSDR35 RCP PVC DIP CIPP VCP
0
10
20
30
40
50
60
70
80
90
100
2040 2050 2060 2070 2080 2090 2100 2110 2120 2130 2140Survival Probability (%)Sanitary Sewer Survival Probability (2040s)
PVCSDR35 RCP PVC DIP CIPP VCP
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2050s Pipe Survival Probability
2060s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2050 2060 2070 2080 2090 2100 2110 2120 2130 2140 2150Survival Probability (%)Sanitary Sewer Survival Probability (2050s)
PVCSDR35 RCP PVC DIP CIPP
0
10
20
30
40
50
60
70
80
90
100
2060 2070 2080 2090 2100 2110 2120 2130 2140 2150 2160Survival Probability (%)Sanitary Sewer Survival Probability (2060s)
PVCSDR35 RCP PVC DIP CIPP
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3.1.6 Analysis Results
The results of the analysis include the anticipated lengths of pipe (by diameter) that will need to
be replaced and lined over the next 50 years. Table 3.12 summarizes the length of pipe assumed
to be replaced with SDR-35 over the next 50 years. The unit prices assumed were calculated from
the City’s recent street replacement projects.
Table 3.12 50-Year Sanitary Sewer Main Replacement Estimation Size Cost / Foot (2020 Dollars) Linear Feet Replaced (5-Year Increments) 2021-20254 2026-2030 2031-2035 2036-2040 2041-2045 2046-2050 2051-2055 2056-2060 2061-2065 2066-2070 8” $226 3,521 3,521 22,251 22,251 27,925 27,925 24,960 24,960 18,968 18,968
10” $245 - - 1,032 1,032 - - 149 149 19 19
12” $265 313 313 1,719 1,719 529 529 311 311 986 986
15” $285 - - - - - - - - 375 375
18” $290 - - - - - - 221 221 186 186
21” $300 - - - - - - 295 295 123 123
24” $400 - - 217 217 - - - - - -
27” $400 - - - - - - 749 749 789 789
36” $650 - - - - - - - - 240 240
Note: The 8-inch replacement line item includes replacement of 9-inch clay pipe with 8-inch PVC.
Table 3.13 summarizes the length of pipe assumed to be lined with CIPP over the next 50 years.
The unit prices assumed were gathered from the City’s historical lining expenses and MN
Department of Transportation (MNDOT) records for larger diameter (larger than 24-inch).
Table 3.13 50-Year Sanitary Sewer Main Lining Estimation Size Cost / Foot (2020 Dollars) Linear Feet Replaced (5-Year Increments) 2021-20254 2026-2030 2031-2035 2036-2040 2041-2045 2046-2050 2051-2055 2056-2060 2061-2065 2066-2070 8” $26 14,015 14,015 13,535 13,535 10,755 10,755 12,696 12,696 67,776 67,776
9” $26 33,031 33,031 28,142 28,142 12,016 12,016
10” $26 149 149 19 19 520 520 625 625 3,774 3,774
12” $36 456 456 1,481 1,481 2,240 2,240 422 422 3,941 3,941
15” $56 375 375 1,322 1,322 832 832 1,176 1,176
16” $76 53 53
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18” $76 221 221 186 186 1,665 1,665 116 116 1,103 1,103
21” $76 295 295 474 474 181 181 763 763
24” $96 1,797 1,797 454 454 4,180 4,180
27” $106 749 749 326 326 4,906 4,906 1,520 1,520 2,368 2,368
30” $106 97 97 1,560 1,560
33” $250 106 106 773 773 925 925
36” $250 576 576 1,990 1,990
Based on the methodology and assumptions detailed in this memorandum, Figure 3.6 highlights
the pipes likely to be rehabilitated or replaced over the next 50 years.
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Estimated Sanitary Sewer R&R by Decade
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3.1.7 Risk Analysis Limitations
It should be understood that the purpose of the risk analysis/rehabilitation plan is not to identify
specific projects to be completed similar to a capital improvement plans. Rather the purpose of
the risk analysis/rehabilitation plan is to provide the City with a scientific approach to budgeting
for the amount of pipe rehabilitation and replacement that likely will be needed in the future. The
City should continue to use work order history including breaks, backups, acoustic and CCTV
inspections to update to improve the risk model over time.
3.2 Vertical Sanitary Sewer Assets R&R Plan
Beyond the 274 miles of underground collection system, the City of Eagan’ Sanitary Sewer Utility
owns, operates, and maintains:
• 20 lift stations
• Vactor truck and camera vans
• A variety of maintenance equipment to support utility operations
To develop the R&R plan for the vertical sanitary sewer assets, the following documentation
(including numerous discussions with the project team) was reviewed and compiled. Associated
R&R costs were adjusted into today’s dollars and updated as needed to reflect current
understanding of the improvement activities.
• Citywide asset report/inventory
• Previous planning documents
• Superintendent of Utilities current R&R plan (which included improvement cycles)
• Latest 5-year capital improvements plan
• Recent construction projects and bid tabs (to update R&R costs)
• On-going discussions with the project team and other city staff
3.3 Sanitary Sewer R&R Plan Summary
The following summarizes the Sanitary Sewer Utility R&R Plan:
• Total R&R needs of the next 5-years are $12.7M and total $60.5M in the next 20-years (as
shown in Figure 3.7)
• Meeting this need requires a 230% increase in R&R spending in the next 20-years
(compared to planned funding as shown in Figure 3.8)
• For the entire 50-year planning horizon, R&R needs are 4.5 times more than planned
funding, primarily driven by many assets nearing end of life in later years
• Additional details are shown later in Table 11.2 and can be found in the Eagan Utilities
R&R Model - v6.xlsx spreadsheet
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Total Sanitary Sewer Utility R&R Plan (Five-Year Increments)
$12.7 $11.5
$17.0
$19.3
$25.0
$28.1
$32.8
$38.6
$45.6
$59.3
$0.0
$10.0
$20.0
$30.0
$40.0
$50.0
$60.0
$70.0
MillionsTotal Utility R&R Needs
Utility Equipment
Sanitary LS
Collection System
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Annual Sanitary Sewer Utility R&R Plan vs. Currently Planned Revenue
$0.8 $0.9 $0.9 $1.0 $1.1 $1.2 $1.4 $1.6 $1.9 $2.2$2.5 $2.3
$3.4
$3.9
$5.0
$5.6
$6.6
$7.7
$9.1
$11.9
$0.0
$2.0
$4.0
$6.0
$8.0
$10.0
$12.0
$14.0
Annual R&R Revenue / NeedsMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
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Chapter 4.0 Stormwater Utility
The rehabilitation and replacement (R&R) plan for the Stormwater Utility was developed using
two distinct approaches for the two broad asset categories; horizontal and generally underground
storm sewer assets (pipes) and the vertical and generally above ground infrastructures (lift
stations, ponds, etc.). The approach for the horizontal assets (Section 4.1) used a risk-based
methodology that estimates the timing of likely failure and plans for appropriate rehabilitation at
the time of estimated failure. The approach for vertical assets (Section 4.2) involved reviewing the
City’s past and currently planned R&R activities; ongoing discussions with public works staff on
expanded R&R needs; and planning replacements based on the City’s asset database, expected
life, and indexed initial installation costs.
4.1 Horizontal Storm Sewer Assets R&R Plan
This section is intended to summarize the process and results of a system-wide R&R analysis of
the horizontal assets (pipes) within the storm sewer system. The analysis provides a system-wide
evaluation to categorize the risk of asset failure using a consistent framework based on the
consequence of failure (COF) and the likelihood of failure (LOF). In this analysis, risk is used as a
metric by which the need for R&R is measured. A higher risk score indicates a more immediate
need to complete R&R activities. A lower risk score indicates no immediate action is needed, and
the asset can continue to remain in service with routine maintenance and inspection.
The ultimate goal of this analysis is to provide accurate capital expense forecasting for the next
50 years to enable the City to appropriately plan and budget their future R&R needs.
Life cycles of existing pipes, and the City’s current lift station rehab plan were simulated in order
to capture R&R needs for existing storm water infrastructure, and a wide range of other criteria
were analyzed to determine potential regions in the storm water system that could benefit from
expansion and improvement projects.
Due to the challenges that exist in stormwater management and the nature of stormwater systems
in general, it was necessary to analyze various types of assets rather than just considering criteria
related to pipes for this study. As a result, the analysis broke the City into various zones, roughly
based on the City’s existing major stormwater drainage basins. After a thorough review of the
assets, a level of service or risk tolerance was identified as the target for the City to achieve and
maintain within each of these zones over the next 50 years.
4.1.1 Risk Framework and Zone Methodology
The International Standard ISO 55000 (Asset management – Overview, principles, and
terminology) outlines several approaches to calculate the risk of an asset. The approach utilized
for the stormwater system for the City of Eagan is the linear multiplication method. The linear
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nomenclature implies that risk is evaluated as a composite risk score, as opposed to a bi-
directional approach that considers COF and LOF independently, with the highest risk assets being
only those that rise to the top of both the COF and LOF categories. The multiplication
nomenclature simply means the weighted COF and LOF scores are multiplied to calculate the total
risk score, as shown in the equation below.
Total Risk Score = (COF1 x Weight1 +…+ COFn x Weightn) + (LOF1 x Weight1 +…+ LOFn x Weightn)
The risk assessment utilized data from the City’s GIS database, the City’s planned lift station rehab
projects, the 2019 City of Eagan SWMP, and the city-wide one-dimensional PCSWMM model
developed by Black and Veatch (B&V) as part of a previous study.
Due to a storm water system’s nature, it is difficult and impractical to quantify a city’s storm water
risk and consequently its need for improvement based on pipe attributes alone. Although several
pipe related criteria can assess the system’s performance, capturing the impacts of flooding
require criteria that extend beyond pipe assets. Due to the need to assess the performance of
specific water bodies and the risk they pose to residential areas and nearby structures; the risk
assessment was carried out using a regional approach. To do this, each of the COF and LOF
criteria described in this memo were associated with a particular type of asset shapefile (ponds,
manholes, catch basins, pipes, etc.). The City was then divided into 39 zo nes. These zones were
initially derived from the City’s major drainage basins shapefile and were drawn in such a way that
one zone drained to a single zone downstream. All the spatial data related to the COF and LOF
criteria located within these 39 zones was then aggregated so that each zone could have individual
risk scores associated with the various types of criteria. This allowed AE2S to take a more
comprehensive approach to analyzing the City’s storm water risk and gave us the ability to identify
specific areas that could benefit from future stormwater improvements.
4.1.2 Consequence of Failure Assessment
A composite COF score was determined for each storm water zone based on the following factors:
• Pond Performance (from 2019 Storm Water Master Plan (SWMP) in conjunction with
comments from City staff)
• Proximity to critical facilities – fire stations, health care facilities, law enforcement,
businesses, sanitary lift stations and schools (City’s GIS data)
• Manhole/storm structure performance
• Number of hours pipes in zone are operating at or above full capacity
• Lift station rehab priority (from City’s existing rehab plans)
• Potential building value lost (specifically near problem water bodies)
• Potential impact to residential areas (specifically near problem water bodies)
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The COF scores for each of these criteria are summarized in Table 4.1 and additional notes on
each criteria are provided in the following list.
Table 4.1 Storm Sewer COF Criteria, Weighting, and Scoring
Criteria Weight Score
COF 1: Pond Risk Criteria from 2019 Master Plan* 4
• HWL (home flooded) 7.0
• FB 2 (low entry does not provide 2’ of freeboard) 2.0
• FB ½ (low entry does not freeboard for ½ pond bounce) 1.0
COF 2: Number of Critical Facilities Within Zone 2
COF 3: System Hydraulic Performance (Junctions) 1
• No. Manholes with water level 0 to 6 inches below rim 2.5
• No. Manholes with water level above rim 7.5
COF 4: System Hydraulic Performance
(Total Number of Hours Pipes are Capacity Limited) 1
COF 5: Lift Station Rehab Priority 3
• Priority 1 5.0
• Priority 2 3.5
• Priority 3 1.5
• Priority 4 and 5 0
COF 6: Estimated Building Value Lost 3
• 0” – 4” of Flooding (25% of Building Value) 2.5
• 6” – 12” of Flooding (50% of Building Value) 5.0
• > 12” of Flooding (75% of Building Value) 7.5
COF 7: Number of Residential Buildings at Risk 3
* During a 1% rainfall event.
• Pond Performance is based on the ponds that broke several of the criteria established by
the City in the 2019 SWMP. These results are based on the results from the City’s outdated
and limited 1D PCSWMM model. The City provided input regarding which ponds they
thought were incorrectly scored in reference to the 2019 SWMP criteria. This input was
included in the model and the risk criteria of these ponds were reduced accordingly. Each
pond was giving a score and these scores were summed together creating a pond
performance score for each zone.
• Number of Critical Facilities within Zone is a count of the number of critical facilities (as
defined by the City) fell within the boundaries of each zone. If serious regional flooding
were to occur in this zone, how many critical facilities could potentially be impacted.
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• System Hydraulic Performance (Junction Depth) represents the depth of 1D model’s
junctions relative to the rim elevation. This criterion has a sub weight where junctions
showing deeper flooding are scored higher. These scores were then summed together,
and the collective score was assigned to the zone.
• System Hydraulic Performance Total Number of Hours Pipes are Capacity Limited is
a metric taken directly from the PCSWMM models. The number of hours for each pipe
within a given zone were summed together and the value for total number of hours was
assigned to the zone.
• Lift Station Rehab Priority was taken directly from the City’s Lift Station Rehab
spreadsheet and captures the rehab operations planned for the City’s stormwater lift
stations planned for the near future. Each lift station was given a score based on priority
and the scores were summed together for each zone.
• Estimated Building Value Lost was in part based on the pond performance criterion.
Without an accurate hydraulic model, the pond performance criteria from the SWMP
coupled with the City’s adjustments to account for recent improvements and observed
conditions was one of the best options we had for assessing storm system performance in
regards to flooding (possibly second to customer reports). To estimate the consequence
of any of the identified “problem” ponds failing, we calculated the estimated building value
lost for each pond based on the pond’s proximity to nearby buildings. The total estimated
building value lost was then calculated for each zone.
• Number of Residential Buildings at Risk was calculated using the same methodology
as the building value lost but instead simply calculated the number of residential structures
that could be at risk if one of the pond’s experienced significant flooding.
4.1.3 Likelihood of Failure Assessment
A composite LOF score was determined for each sanitary sewer main asset based on the following
factors:
• Survival Probability/Residual Life (City’s GIS data)
• Customer reports related to stormwater issues
• Cumulative Upstream Area
• Total Runoff/Total Pipe Capacity in the Zone (Basic Green & Ampt Hydrology and B&V 1D
PCSWMM Model)
• Depth/Diameter (B&V 1D PCSWMM Model)
• Max Flow/Design Flow (B&V 1D PCSWMM Model)
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The LOF scores for each of these criteria, as well as the distribution of assets associated with each
score, are summarized in Figure 4.2 and additional notes on each criteria are provided in the
following list.
Table 4.2 Strom Sewer LOF Criteria and Weighting
Parameter Weight
LOF 1: Stormwater Customer Reports 2
LOF 2: Total Runoff/Total Available System Storage (Pipe Capacity) 2
LOF 3: Total Cumulative Upstream Area 2
LOF 4: Average Depth/Diameter for Pipes 1
LOF 5: Average Max Flow/Design Flow for Pipes 1
LOF 6: Survival Probability 7
• Stormwater Customer Reports includes all the stormwater related customer reports in
the City’s GIS database by counting how many reports occurred in each zone. This criterion
does not take into account if any of the overarching conveyance problems related to the
reports have already been resolved.
• Total Runoff/Total Available Pipe Capacity refers to the total runoff volume routed to
areas within the zone divided by the total available pipe capacity in the zone (based on
pipes included in the 1D Model).
• Total Cumulative Upstream Area is based on how much drainage area upstream
eventually drains to the zone. The zones were drawn using the stormwater districts as a
starting point. Each zone was drawn in such a way that it only drains to one other zone.
This allows us to assess in a relative sense how much water is coming from upstream areas.
• Average Depth/Diameter for Pipes is the recorded hydraulic grade line (HGL) depth in
the model divided by the pipe’s diameter. The values for all the pipes within a zone were
averaged and that mean value was assigned to each zone.
• Average Max Flow/Design Flow is the recorded maximum flow in the 1D model divided
by the pipe’s design flow. The values for all the pipes within a zone were averaged and
that mean value was assigned to each zone.
• Pipe Survival Probability is purely based on the pipe’s material and age and doesn’t
capture anything regarding pipe performance. Using standard failure curves, an estimated
residual life was determined for each pipe. A map and graph summarizing the survival
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probability and estimated replacement operations for the first decade of the 2020 to 2070
planning period is shown in Figure 4.1 and a system map is shown in Figure 4.2. An
average residual life value was then calculated for each zone.
2020s Pipe Survival Probability
0
10
20
30
40
50
60
70
80
90
100
2020 2040 2060 2080 2100 2120 2140 2160 2180Survival Probability (%)Year
Storm Sewer Survival Probability (2020s)
RCP PVC DIP CMP HDPE
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Estimated Storm Sewer R&R by Decade
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4.1.4 Summary and Recommendations
As a result of this analysis, a timeline for pipe rehab activities was developed. The timeline starting
in 2020 in Figure 4.3 shows the amount of pipe (in linear feet) that reaches its life expectancy each
year and a map of the timed failure/improvements was previously shown in Figure 4.2.
Storm Sewer Pipe Estimated Failure
As the figure shows, expected rehab activities will remain relatively constant in over the next 50-
years. However, in the years following 2070, the amount of pipe that reaches the end of its
estimated life cycle increases exponentially. This trend is due to the rapid expansion the City
experienced in the 1970’s and 1980’s. It will be important for the City to plan financially in order
to carry out all the storm sewer rehab activities that are estimated following the year 2070.
Along with the pipe life cycle data, the zone-based criteria analysis also yielded some important
results. Based on all the criteria mentioned in the previous sections, several high-risk zones were
identified. A pattern also became apparent which highlighted two of the major trunk-lines that
run through the City as areas that may benefit from additional storm sewer improvements. The
high-risk zones and the identified trunk-lines as well as a break-down of their risk scores are
shown in Figure 4.4 and Figure 4.5 and the corresponding risk scores are tabulated later in this
report as Table 11.6.
5.9 1.5 1.4 0.8 1.3
9.9
29.8
89.8
40.8
22.0
0
10
20
30
40
50
60
70
80
90
100
Miles Length of Pipe Estimated to Fail (by Decade)
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Map of Stormwater Zones and Risk Analysis Results
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Map of Stormwater Zones, Risk Analysis Results, and Trunk-Lines
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This zone analysis included criteria that focused on life cycle rehab as well as some criteria geared
toward measuring system performance and infrastructure risk. A sensitivity analysis was
conducted in which the rehab focused criteria were removed in order to get a sense for how the
performance and infrastructure risk criteria were influencing the analysis without being skewed
by estimated lift station and pipe rehab activities. The analysis was rerun omitting the Pipe
Survival Probability and Lift Station Rehab criteria. These results are shown in Figure 4.6 and
Figure 4.7.
Even with the removal of the rehab activity criteria, the improvement and infrastructure focused
analysis still highlighted the same two general trunk-lines in the City. This adds confidence to
results as it indicates the risk/prioritization analysis is indeed stable. It also indicates that the two
trunk-lines identified are not skewed by one particular criterion and provide some ideas for areas
for future stormwater improvements.
Due to certain limitations and uncertainties associated with the City’s current 1D PCSWMM model,
the significance and validity of the performance-based criteria in this analysis are up for debate.
However, since this analysis takes a relative comparison approach (it compares one zone’s
performance to all the other zones) and since the analysis does include several performance and
infrastructure risk criteria that are not directly associated with the hydraulic model, there is still
value in the results.
AE2S recommends that the City uses the results of the zone risk criteria analysis as helpful
information to assist in informing their planned modeling and survey activities in the future.
The estimated rehab quantities for the City’s existing storm sewer system were used to project
costs of pipe lining and replacement through the year 2070. The breakdown of these costs is
included in the spreadsheet R&R model and noted in Table 11.3.
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Map of Stormwater Zones and Performance Risk Results
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Map of Stormwater Zones, Performance Risk Results, and Trunk-Lines
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4.2 Vertical Storm Sewer Assets R&R Plan
Beyond the 234 miles of underground collection system, the City of Eagan’ Sanitary Sewer Utility
owns, operates, and maintains:
• 21 lift stations
• Storage ponds and retention basins (jointly operated with the Water Quality Utility)
• A variety of maintenance equipment to support utility operations including sweepers and
weed harvesters
To develop the R&R plan for the vertical storm sewer assets, the following documentation
(including numerous discussions with the project team) was reviewed and compiled. Associated
R&R costs were adjusted into today’s dollars and updated as needed to reflect current
understanding of the improvement activities.
• Citywide asset report/inventory
• Previous planning documents
• Superintendent of Utilities current R&R plan (which included improvement cycles)
• Latest 5-year capital improvements plan
• Recent construction projects and bid tabs (to update R&R costs)
• On-going discussions with the project team and other city staff
4.3 Stormwater R&R Plan Summary
The following summarizes the Sanitary Sewer Utility R&R Plan:
• Total R&R needs of the next 5-years are $13.3 and total $53.2M in the next 20-years (as
shown in Figure 4.8)
• Meeting this need, for both the Stormwater and Water Quality (WQ) Utilities requires a
500% increase in R&R spending next 20-years (compared to planned funding as shown in
Figure 4.9)
• By 2070, R&R needs for the combined Stormwater/WQ Utilities are 2.0 times more than
planned funding
• Additional details are shown later in Table 11.3 and can be found in the Eagan Utilities
R&R Model - v6.xlsx spreadsheet
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Chapter 4.0 – Stormwater Utility
March 2021
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Total Stormwater Utility R&R Plan (Five-Year Increments)
$13.3
$11.5 $13.1
$15.3
$18.1
$21.6
$25.0
$32.4
$49.0
$55.0
$0.0
$10.0
$20.0
$30.0
$40.0
$50.0
$60.0
MillionsTotal Utility R&R Needs
Storm LS
Pond Improvements
Infrastructure Improvements
H&H Studies
Grubbing of Pond Structures
Conveyance System
Camera Van
Atlas 14 Improvements
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Annual Stormwater/WQ Utility R&R Plan vs. Currently Planned Revenue
$2.9 $2.9 $3.0 $3.2 $3.4 $4.0 $4.6
$5.3
$6.2
$7.1
$4.4 $3.9 $4.3
$5.0
$6.9 $7.3
$8.3
$10.3
$16.0 $16.5
$0.0
$2.0
$4.0
$6.0
$8.0
$10.0
$12.0
$14.0
$16.0
$18.0
Annual R&R Revenue / NeedsMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
Eagan Long-Term Capital R&R Study
Chapter 5.0 – Water Quality Utility
March 2021
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Chapter 5.0 Water Quality Utility
The City of Eagan’s Water Quality (WQ) Utility works closely with the Stormwater Utility with an
emphasis on improving the quality of runoff water and permit compliance (MS4). To accomplish
these tasks, the WQ utility manages numerous storage ponds and best management practices
(BMPs) for improving water quality as well as a variety of maintenance and cleaning equipment
including sweepers and weed harvesters.
The current WQ capital improvements plan was reviewed, along with discussions on future utility
expansion with staff, to develop in the following list of planned activities to include within the
R&R plan:
• Install 1 new iron enhanced sand filter every 5 years
• Install 1 infiltration basin annually
• Conduct 3 alum treatment operations every 2 years (15 lakes currently identified on a 10-
year treatment cycle)
• Increased annual pond sediment removal
• Inspect 20% of Water Bodies annually (per MS4 requirement)
• Maintenance and rehab of current assets
• Increased sump catch basin cleaning activities
• Budget for new green infrastructure, BMPs, and WQ studies
• Heavy equipment replacement (sweepers and weed harvester)
The following summarizes the WQ Utility R&R Plan:
• Total R&R needs of the next 5-years are $8.7M and total $34.9M in the next 20-years (as
shown in Figure 5.1)
• Meeting this need, for both the Stormwater and Water Quality (WQ) Utilities requires a
500% increase in R&R spending next 20-years (compared to planned funding as shown in
Figure 5.2)
• By 2070, R&R needs for the combined Stormwater/WQ Utilities are 2.0 times more than
planned funding
• Additional details are shown later in Table 11.4 and can be found in the Eagan Utilities
R&R Model - v6.xlsx spreadsheet
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Chapter 5.0 – Water Quality Utility
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Total Water Quality Utility R&R Plan (Five-Year Increments)
$8.7 $8.0 $8.3
$9.9
$16.4
$14.8
$16.5
$19.3
$31.0
$27.3
$0.0
$5.0
$10.0
$15.0
$20.0
$25.0
$30.0
$35.0
MillionsTotal Utility R&R Needs
WQ Studies
Utility Equipment
Sump Catch Basins
Sediment Removal
Pond/Wetland Improvements
Iron Enhanced Sand Filter
Infiltration Basin
General Maintenance
Alum Dosing
Above and Beyond Green
Infrastructure
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Annual Stormwater/WQ Utility R&R Plan vs. Currently Planned Revenue
$2.9 $2.9 $3.0 $3.2 $3.4 $4.0 $4.6
$5.3
$6.2
$7.1
$4.4 $3.9 $4.3
$5.0
$6.9 $7.3
$8.3
$10.3
$16.0 $16.5
$0.0
$2.0
$4.0
$6.0
$8.0
$10.0
$12.0
$14.0
$16.0
$18.0
Annual R&R Revenue / NeedsMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
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Chapter 6.0 – Streetlight Utility
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Chapter 6.0 Streetlight Utility
The City of Eagan Street Utility currently overseas a combination of city-owned and contracted
streetlights and is responsible for painting the streetlights and painting a portion of the city’s
traffic signals as follows:
• 3,500+ lights throughout the city:
o Roughly 3,00 owned by Dakota Electric
o Nearly 250 owned by Xcel Energy
o Almost 400 owned and operated by the city
• Painting city-owned lights
• Painting a portion of the city’s traffic signals
The following are the key issues and challenges facing the Streetlight Utility:
• Many lights are at the end of service life/contracts
• Transition to newer lamp technologies (LED)
• Circuitry failures and replacements
• Potential to add lighting to additional neighborhoods
A detailed R&R model was developed for the Streetlight Utility (found in the Eagan Utilities R&R
Model - v6.xlsx) based on the following assumptions:
• Replacement of City owned lights after 30 years
• Replacement for Xcel owned lights after 25 years (per service contract)
• Future LED retrofits and circuitry replacements
• Budget for future addition of lights to unlit neighborhoods and other areas of town (new
neighborhood every-5 years)
• Painting of city-owned lights every 5-years
• Annual budget for traffic signal painting
The following summarizes the Sanitary Sewer Utility R&R Plan:
• Total R&R needs of the next 5-years are $1.77M and total $5.61M in the next 20-years (as
shown in Figure 6.1)
• Meeting this need requires a 150% increase in R&R spending next 20-years (compared to
planned funding as shown in Figure 6.2)
• For the entire 50-year planning horizon, R&R needs are 7.5 times more than planned
funding, primarily driven by the renewal cycle of recently built city-owned lights
• Additional details are shown later in Table 11.5
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Total Streetlight Utility R&R Plan (Five-Year Increments)
Annual Streetlight Utility R&R Plan vs. Currently Planned Revenue
$1.8
$1.2 $1.2 $1.4
$2.8
$3.5
$5.1
$3.2
$4.3
$4.7
$0.0
$1.0
$2.0
$3.0
$4.0
$5.0
$6.0
MillionsTotal Utility R&R Needs
Traffic Signal
Lights
$0.07 $0.04
$0.12 $0.17
$0.04 $0.05 $0.06 $0.06 $0.07 $0.09
$0.35
$0.24 $0.24 $0.28
$0.55
$0.70
$1.01
$0.65
$0.86
$0.94
$0.0
$0.2
$0.4
$0.6
$0.8
$1.0
$1.2
Annual R&R Revenue / NeedsMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
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Chapter 7.0 – Utility Staffing
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Chapter 7.0 Utility Staffing
With the increase in rehabilitation and replacement (R&R) needs, new staff will be required to help
administer and complete the R&R activities. It is hard to predict how staff will be utilized within
each utility and how they help accomplish the increased R&R needs. To model these needs, an
approach using staff per budget dollar was analyzed and compared to similar communities within
the Twin Cities Metro and also compared with other national benchmarks1. Given much of the
R&R work is likely to be contracted, the analysis was modeled on the higher side of the full time
equivalent (FTE) per budgeted activity dollar metric. Two scenarios were developed based on an
estimated amount of budgeted R&R activity increase, $500,000 and $750,000 , and equating that
increase to the need for an additional staff member. In result, it was estimated that 3 to 5 new
members will be needed to accomplish the increased R&R needs in the next 5-years (starting in
2020 when the analysis was initially completed). One of the new staff members is assumed to be
dedicated to the new storm sewer televising program. The results of the staffing analysis are
shown in Figure 7.1 and Figure 7.2. Beyond the initial 5-year period, significant additional staff
could be required to address the large increase in R&R needs as shown in the figures.
Annual New Staff Required (per $500,000 in New R&R Activity)
1 The analysis was performed on data available from the Twin Cities Metro communities of Eagan, Eden Prairie, Maple
Groove, Woodbury, Burnsville, and Hennepin County. National benchmarks from American Water Works Association
(AWWA) related to staffing per mile of pipe were also included in the analysis.
0
1
2
3
4
5
6
7
8
20202022202420262028203020322034203620382040204220442046204820502052205420562058206020622064206620682070New Staff RequiredAnnual New Staff Required ($500,000 Budgeted Increase
per New Staff)
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Annual New Staff Required (per $750,000 in New R&R Activity)
0
1
2
3
4
5
6
7
8
20202022202420262028203020322034203620382040204220442046204820502052205420562058206020622064206620682070New Staff RequiredAnnual New Staff Required ($750,000 Budgeted Increase
per New Staff)
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Chapter 8.0 – Study Conclusions and Next Steps
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Chapter 8.0 Study Conclusions and Next Steps
Eagan’s infrastructure is generally in good shape today; however, on-going rehabilitation and
replacement (R&R) needs are outpacing currently planned R&R funding. This study developed a
detailed R&R plan for each utility (Chapter 2.0 through Chapter 6.0) and recommended future
staffing requirements (Chapter 7.0) to keep-up with the increased R&R needs. All the R&R plans
included the corresponding financial needs required to keep Eagan’s infrastructure in good shape.
The overall findings of this study include:
• Total R&R needs of the next 5-years are $63.2M and total $263.6M in the next 20-years
for the five utilities analyzed within this study (as shown in Figure 8.1)
• For the entire 50-year planning period, total R&R needs are estimated at $1.52B (as shown
in Table 8.1)
• Meeting this need requires a 95% increase in R&R spending next 5-years (compared to
planned funding as shown in Figure 8.2) and a tripling of R&R needs by 2040
• For the entire 50-year planning horizon, R&R needs are 5.0 times more than planned
funding, primarily driven by many assets nearing end of life in later years (including large
portions of underground infrastructure as shown in Figure 8.3 and Figure 8.4)
• The addition of 3 to 5 new staff members is recommended to accomplish the increased
R&R needs in the next 5-years
• Additional summary presentations and portions of the entire spreadsheet R&R model
(Eagan Utilities R&R Model - v6.xlsx) are included in the following chapters
Table 8.1 Total Utility R&R Needs (50-Years)
Utility 50-Year Estimated R&R Needs*
Water/Equipment $ 815.0 M
Sanitary Sewer $ 289.9 M
Stormwater $ 254.3 M
Water Quality $ 160.3 M
Streetlights $ 29.2 M
Total $ 1,548.7 M
* Includes 3% annual inflation
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Total Utility R&R Plan (Five-Year Increments)
$63.2 $61.7 $65.4 $73.4
$106.9 $115.1
$151.5
$204.9
$327.8
$378.8
$0.0
$50.0
$100.0
$150.0
$200.0
$250.0
$300.0
$350.0
$400.0
MillionsTotal Utility R&R Needs
Utility Equipment Collection System
Sanitary LS Utility Equipment
Atlas 14 Improvements Camera Van
Conveyance System Grubbing of Pond Structures
H&H Studies Infrastructure Improvements
Pond Improvements Storm LS
Lights Traffic Signal
Distribution System Meters
Pressure Reducing Reservoir
Telecommunications Treatment
Well Above and Beyond Green Infrastructure
Alum Dosing General Maintenance
Infiltration Basin Iron Enhanced Sand Filter
Pond/Wetland Improvements Sediment Removal
Sump Catch Basins Utility Equipment
WQ Studies
Includes 3% Annual Inflation
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Currently Planned R&R Revenue vs. Estimated R&R Needs
$5.8 $5.9 $6.3 $6.6 $7.0 $8.1 $9.3 $10.8 $12.6 $14.6
$12.6 $12.3 $13.1 $14.7
$21.4 $23.0
$30.3
$41.0
$65.6
$75.8
$0.0
$20.0
$40.0
$60.0
$80.0
Annual SpendingMillionsCurrently Planned R&R Revenue vs R&R Needs
Existing R&R Revenue Estimated R&R Needs
Includes 3% Annual Inflation
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Miles of Underground Infrastructure R&R Needs
Costs of Underground Infrastructure R&R Needs
0.00
20.00
40.00
60.00
80.00
100.00
120.00
140.00
160.00
180.00
2020s 2030s 2040s 2050s 2060s
Pipeline Miles Replaced/Lined
Water Replacement Sewer Replacement Sewer Lining
Stormwater Lining Stormwater Replacement
$0
$50
$100
$150
$200
$250
$300
$350
$400
$450
$500
2020s 2030s 2040s 2050s 2060sMillionsPipeline Replaced/Lined Cost
Water Replacement Sewer Replacement Sewer Lining
Stormwater Lining Stormwater Replacement
Includes 3% Annual Inflation
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Chapter 11.0 R&R Spreadsheet Model
Table 11.1 Water Utility Detailed R&R Plan
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Equipment Utility Equipment Equipment - 10-Year Assets 2020 2099 1 $30,000 general equipment upgrades and maintenance
Equipment Utility Equipment Vehicle - 5-Year Assets 2020 2099 1 $120,000 new vehicles, upgrades, and maintenance
Water Distribution System Argenta Trail - Wescott Water Main 2023 2099 50 $220,000
Water Distribution System Cliff Road Roadway Improvements 2022 2099 50 $500,000
Water Distribution System Cross Connection Program 2020 2099 1 $50,000 continued cross connection control program
Water Distribution System Hydrant STORZ 2020 2035 1 $650,000 continue to install STORZ
Water Distribution System Lone Oak Road Water Main Relocation 2021 2099 50 $1,000,000
Water Distribution System Metcalf Dr to Diffley Rd Water Main 2025 2099 70 $300,000
Water Distribution System Water Mains & Lines - Replacement 2030 2039 1 $995,000 watermain replacement from R&R model
Water Distribution System Water Mains & Lines - Replacement 2040 2049 1 $1,077,000 watermain replacement from R&R model
Water Distribution System Water Mains & Lines - Replacement 2050 2059 1 $3,729,000 watermain replacement from R&R model
Water Distribution System Water Mains & Lines - Replacement 2020 2029 1 $2,068,000 watermain replacement from R&R model
Water Distribution System Water Mains & Lines - Replacement 2060 2070 1 $9,628,000 watermain replacement from R&R model
Water Distribution System Wilderness Run Water Main Replacement 2021 2099 50 $30,000
Water Meters Equipment 2023 2099 15 $62,000 replace reading equipment
Water Meters Meters 2020 2099 1 $191,000 replace 850 meters annually ($160 ea) + $50,000 in large meter calibration
Water Pressure Reducing Blackhawk Rd 2020 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Braddock Tr 2023 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Diffley Rd E 2023 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Diffley Rd W 2027 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Dodd Rd 2023 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Four Oaks Rd 2021 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing High Ridge 2017 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Highview Ave 2022 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Hawthorne Woods Dr 2024 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Johnny Cake N 2022 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Lakeside Dr 2026 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Lone Oak Rd 2021 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Merlot Curve N 2020 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Merlot Curve S 2019 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Nicols Rd S 2026 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Oak Chase Rd 2025 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Oak Chase Way 2025 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Parkridge Dr N 2016 2099 11 $50,000 prv renewal cycle
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Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Water Pressure Reducing Parkridge Dr S 2016 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Plant Rd 2027 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Rahn Cliff Ct 2026 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Rebecca Ln 2027 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Robin Ln 2020 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Sibley Hills Dr 2022 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Silver Bell Rd 2019 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Wilderness Curve 2025 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Wilderness Run E 2024 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Wilderness Run W 2024 2099 11 $50,000 prv renewal cycle
Water Pressure Reducing Yankee Doodle Rd 2019 2099 11 $50,000 prv renewal cycle
Water Reservoir Deerwood 2023 2099 8 $40,000 cleaning
Water Reservoir Deerwood 2023 2099 5 $20,000 inspection
Water Reservoir Deerwood 2067 2099 80 $1,461,000 replacement
Water Reservoir Deerwood 2007 2099 30 $1,600,000 coatings
Water Reservoir Lexington 2017 2099 8 $40,000 cleaning
Water Reservoir Lexington 2019 2099 30 $1,600,000 coatings
Water Reservoir Lexington 2019 2099 5 $20,000 inspection
Water Reservoir Lexington 2079 2099 80 $1,586,000 replacement
Water Reservoir NTP Clearwell 2026 2099 10 $50,000 cleaning
Water Reservoir NTP Clearwell 2026 2099 10 $20,000 inspection
Water Reservoir STP Clearwell 2024 2099 10 $50,000 cleaning
Water Reservoir STP Clearwell 2024 2099 10 $20,000 inspection
Water Reservoir Safari 2022 2099 8 $40,000 cleaning
Water Reservoir Safari 2027 2099 30 $1,600,000 coatings
Water Reservoir Safari 2057 2099 80 $1,464,000 replacement
Water Reservoir Safari 2022 2099 5 $20,000 inspection
Water Reservoir Southern Lakes 2020 2099 30 $1,600,000 coatings
Water Reservoir Southern Lakes 2025 2099 5 $20,000 inspection
Water Reservoir Southern Lakes 2080 2099 80 $1,362,000 replacement
Water Reservoir Southern Lakes 2025 2099 8 $40,000 cleaning
Water Reservoir Yankee 2056 2099 80 $1,116,000 replacement
Water Reservoir Yankee 2026 2099 30 $1,600,000 coatings
Water Reservoir Yankee 2021 2099 8 $40,000 cleaning
Water Reservoir Yankee 2021 2099 5 $20,000 inspection
Water Telecommunications Sperry 2117 2099 100 $1,266,000 replacement
Water Telecommunications Sperry 2016 2099 30 $800,000 coatings
Water Telecommunications Sperry 2016 2099 10 $40,000 cleaning
Water Telecommunications Sperry 2016 2099 10 $20,000 inspection
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Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Water Treatment NTP 2021 2021 20 $700,000 building modifications for chemical tanks
Water Treatment NTP 2022 2022 20 $250,000 inspect, spot blast and recoat filters - NTP
Water Treatment NTP 2022 2022 20 $150,000 replace ntp boiler and high service pumps (2 of 6)
Water Treatment NTP 2021 2021 20 $700,000 chlorine safety system installation
Water Treatment NTP 2019 2099 10 $100,000 SCADA improvements
Water Treatment NTP 2024 2099 1 $200,000 ongoing R&R to extend CIP beyond 2023
Water Treatment NTP & STP 2022 2022 20 $20,000 fume hoods for lab areas
Water Treatment STP 2024 2099 1 $200,000 ongoing R&R to extend CIP beyond 2023
Water Treatment STP 2023 2023 20 $250,000 inspect, spot blast and recoat filters - STP
Water Treatment STP 2020 2099 10 $100,000 SCADA improvements
Water Well General 2020 2099 1 $100,000 well / pump station electrical renewal (one annually)
Water Well Well 1 2024 2099 55 $1,238,000 replacement
Water Well Well 1 2024 2099 7 $45,000 well renewal cycle 5
Water Well Well 10 2043 2099 55 $1,364,000 replacement
Water Well Well 10 2020 2099 7 $45,000 well renewal cycle 1
Water Well Well 11 2022 2099 7 $120,000 well renewal cycle 3
Water Well Well 11 2043 2099 55 $1,511,000 replacement
Water Well Well 12 2044 2099 55 $1,708,000 replacement
Water Well Well 12 2022 2099 7 $45,000 well renewal cycle 3
Water Well Well 13 2045 2099 55 $1,292,000 replacement
Water Well Well 13 2021 2099 7 $45,000 well renewal cycle 2
Water Well Well 14 2023 2099 7 $45,000 well renewal cycle 4
Water Well Well 14 2045 2099 55 $1,414,000 replacement
Water Well Well 15 2045 2099 55 $1,239,000 replacement
Water Well Well 15 2026 2099 7 $45,000 well renewal cycle 7
Water Well Well 16 2023 2099 7 $45,000 well renewal cycle 4
Water Well Well 16 2048 2099 55 $1,354,000 replacement
Water Well Well 17 2047 2099 55 $704,000 replacement
Water Well Well 17 2020 2099 7 $45,000 well renewal cycle 1
Water Well Well 18 2052 2099 55 $1,473,000 replacement
Water Well Well 18 2020 2099 7 $120,000 well renewal cycle 1
Water Well Well 19 2024 2099 7 $120,000 well renewal cycle 5
Water Well Well 19 2051 2099 55 $1,520,000 replacement
Water Well Well 2 2026 2099 55 $972,000 replacement
Water Well Well 2 2026 2099 7 $45,000 well renewal cycle 7
Water Well Well 20 2021 2099 7 $45,000 well renewal cycle 2
Water Well Well 20 2061 2099 55 $1,794,000 replacement
Water Well Well 21 2021 2099 7 $45,000 well renewal cycle 2
Water Well Well 21 2061 2099 55 $1,138,000 replacement
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Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Water Well Well 22 2023 2099 7 $45,000 well renewal cycle 4
Water Well Well 22 2072 2099 55 $1,249,000 replacement
Water Well Well 23 2032 2099 7 $50,000 renewal and upgrades to new well
Water Well Well 23 2025 2099 55 $900,000 construction of new well
Water Well Well 3 2022 2099 7 $45,000 well renewal cycle 3
Water Well Well 3 2029 2099 55 $890,000 replacement
Water Well Well 4 2024 2099 7 $45,000 well renewal cycle 5
Water Well Well 4 2031 2099 55 $1,150,000 replacement
Water Well Well 5 2034 2099 55 $2,237,000 replacement
Water Well Well 5 2025 2099 7 $45,000 well renewal cycle 6
Water Well Well 6 2036 2099 55 $1,449,000 replacement
Water Well Well 6 2023 2099 7 $45,000 well renewal cycle 4
Water Well Well 7 2026 2099 7 $120,000 well renewal cycle 7
Water Well Well 7 2040 2099 55 $1,753,000 replacement
Water Well Well 8 2043 2099 55 $1,427,000 replacement
Water Well Well 8 2025 2099 7 $120,000 well renewal cycle 6
Water Well Well 9 2043 2099 55 $1,238,000 replacement
Water Well Well 9 2025 2099 7 $45,000 well renewal cycle 6
Table 11.2 Sanitary Sewer Utility Detailed R&R Plan
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Sanitary Collection System District NE-5 (Lone Oak Drive) - Phase 1 2021 2099 50 $1,250,000 phase 1
Sanitary Collection System District NE-5 (Lone Oak Drive) - Phase 2 2022 2099 50 $1,250,000 phase 2
Sanitary Collection System District NE-5 (Lone Oak Drive) - Phase 3 2023 2099 50 $1,250,000 phase 3
Sanitary Collection System District NE-5 (Lone Oak Drive) - Phase 4 2024 2099 50 $1,250,000 phase 4
Sanitary Collection System Manhole Lining 2020 2099 1 $120,000 manhole replacement program
Sanitary Collection System Sanitary Dump Station 2021 2099 50 $35,000
Sanitary Collection System Sewer Mains & Lines 2020 2099 1 $350,000 annual mainline inspection, clean, and misc. maintenance/repair
Sanitary Collection System Sewer Mains & Lines - Lining 2060 2070 1 $752,000 sanitary sewer main lining from R&R model
Sanitary Collection System Sewer Mains & Lines - Lining 2040 2049 1 $358,000 sanitary sewer main lining from R&R model
Sanitary Collection System Sewer Mains & Lines - Lining 2050 2059 1 $168,000 sanitary sewer main lining from R&R model
Sanitary Collection System Sewer Mains & Lines - Lining 2020 2029 1 $273,000 sanitary sewer main lining from R&R model
Sanitary Collection System Sewer Mains & Lines - Lining 2030 2039 1 $242,000 sanitary sewer main lining from R&R model
Sanitary Collection System Sewer Mains & Lines - Replacement 2030 2039 1 $1,165,000 sanitary sewer main replacement from R&R model
Sanitary Collection System Sewer Mains & Lines - Replacement 2060 2070 1 $1,045,000 sanitary sewer main replacement from R&R model
Sanitary Collection System Sewer Mains & Lines - Replacement 2050 2059 1 $1,243,000 sanitary sewer main replacement from R&R model
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Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Sanitary Collection System Sewer Mains & Lines - Replacement 2020 2029 1 $176,000 sanitary sewer main replacement from R&R model
Sanitary Collection System Sewer Mains & Lines - Replacement 2040 2049 1 $1,291,000 sanitary sewer main replacement from R&R model
Sanitary Collection System Wilderness Run Sanitary Main Replacement 2021 2021 50 $30,000 8 VCP sanitary, replace or line
Sanitary Sanitary LS Alexander 2045 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Alexander 2030 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Asbury 2018 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Asbury 2033 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Biscayne 2013 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Biscayne 2039 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Blackhawk Cove 2023 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Blackhawk Cove 2038 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Carlson Lake 2013 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Carlson Lake 2028 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Chloe Lane 2025 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Chloe Lane 2040 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Country Hallow 2031 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Country Hallow 2016 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Denmark 2014 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Denmark 2029 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS General 2020 2099 1 $130,000 lift station SCADA/pump renewal cycle (one sanitary or storm annual) - costs
shared with sanitary utility
Sanitary Sanitary LS Lone Oak 2046 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Lone Oak 2020 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Louis Lane 2043 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Louis Lane 2017 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Majestic Oaks 2027 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Majestic Oaks 2053 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Marsh Cove 2049 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Marsh Cove 2034 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Murphy Pkwy 2019 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Murphy Pkwy 2034 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Oak Pond 2025 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Oak Pond 2051 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Steeplechase 2024 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Steeplechase 2050 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS West Publishing N 2028 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS West Publishing N 2043 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS West Publishing S 2029 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS West Publishing S 2044 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
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Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Sanitary Sanitary LS Widgeon Way 2053 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Widgeon Way 2038 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Witham 2030 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Sanitary LS Witham 2015 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Zoo 2033 2099 42 $500,000 full LS renewal, 42 year cycle
Sanitary Sanitary LS Zoo 2048 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Sanitary Utility Equipment Vehicle - Vactor Truck 2030 2099 12 $785,000 jet/vac truck replacement
Sanitary Utility Equipment Vehicle - Vactor Truck 2022 2099 12 $300,000 vac truck replacement
Table 11.3 Stormwater Utility Detailed R&R Plan
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Storm Atlas 14 Improvements Improvements to Meet Increased Storm Events 2020 2099 1 $550,000 ongoing atlas 14 improvements including row/land
Storm Camera Van Televising 93,106 ft Annually 2022 2099 12 $250,000 new van
Storm Camera Van Televising 93,106 ft Annually 2028 2099 12 $170,000 camera replacement
Storm Conveyance System Storm Sewer 2020 2099 1 $50,000 annual mainline inspection, clean, and misc. maintenance/repair
Storm Conveyance System Storm Sewer - Lining 2030 2039 1 $80,500 storm sewer main lining from R&R model
Storm Conveyance System Storm Sewer - Lining 2050 2059 1 $36,500 storm sewer main lining from R&R model
Storm Conveyance System Storm Sewer - Lining 2060 2070 1 $181,500 storm sewer main lining from R&R model
Storm Conveyance System Storm Sewer - Lining 2040 2049 1 $79,500 storm sewer main lining from R&R model
Storm Conveyance System Storm Sewer - Lining 2020 2029 1 $336,000 storm sewer main lining from R&R model
Storm Conveyance System Storm Sewer - Replacement 2060 2070 1 $840,500 storm sewer main replacement from R&R model
Storm Conveyance System Storm Sewer - Replacement 2040 2049 1 $8,500 storm sewer main replacement from R&R model
Storm Conveyance System Storm Sewer - Replacement 2030 2039 1 $0 storm sewer main replacement from R&R model
Storm Conveyance System Storm Sewer - Replacement 2020 2029 1 $0 storm sewer main replacement from R&R model
Storm Conveyance System Storm Sewer - Replacement 2050 2059 1 $376,500 storm sewer main replacement from R&R model
Storm Grubbing of Pond Structures Part of Planned Projects Added by AE2S 2020 2099 1 $50,000 annual pond structure grubbing
Storm H&H Studies 2 Studies Annually for Targeting Atlas 14
Improvements
2020 2099 1 $50,000 annual h&h studies
Storm Infrastructure Improvements County Road Storm Infrastructure Repairs 2020 2099 1 $50,000
Storm Infrastructure Improvements FP-3 to F-G (200 LF, 12") Lone Oak Pkwy 2022 2099 50 $20,000
Storm Infrastructure Improvements General Storm Infrastructure Maintenance 2020 2099 1 $100,000
Storm Infrastructure Improvements Neighborhood Revitalization - Storm Infra Repairs 2020 2099 1 $150,000
Storm Infrastructure Improvements System Improvements 2020 2099 1 $200,000 storm system modifications based on model update
Storm Pond Improvements AP-18 Kings Rd Outlet Realignment 2021 2099 50 $20,000
Storm Pond Improvements LP-31 Inlet Repair 2024 2024 20 $10,000
Storm Pond Improvements Pond AP-8 Expansion 2021 2099 50 $200,000
Eagan Long-Term Capital R&R Study
Chapter 11.0 – R&R Spreadsheet Model
March 2021
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Page 11-7
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Storm Pond Improvements Pond CP-11 Outlet Repair (Birch pond Rd) 2023 2023 20 $50,000
Storm Storm LS Apollo 2017 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Apollo 2032 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Berry Ridge 2041 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Berry Ridge 2015 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Burr Oaks Park 2040 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Burr Oaks Park 2014 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Canter Glen 2035 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Canter Glen 2020 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Carlson Lake 2042 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Carlson Lake 2016 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Community Center 2049 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Community Center 2023 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Country Hallow 2019 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Country Hallow 2045 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Covington 2022 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Covington 2037 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS General 2020 2099 1 $130,000 lift station SCADA/pump renewal cycle (one sanitary or storm annual) - costs
shared with storm utility
Storm Storm LS Highline Trl 2047 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Highline Trl 2021 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Holland Lake 2032 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Holland Lake 2047 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Holland Lake Storm LS Infrastructure Review 2022 2022 20 $1,700,000
Storm Storm LS Hurley 2041 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Hurley 2026 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Hwy. 55 2018 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Hwy. 55 2044 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Knox 2024 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Knox 2039 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Lexington 2027 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Lexington 2042 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Oak Chase 2035 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Oak Chase 2050 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Oak Cliff 2022 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Oak Cliff 2048 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Schwanz Lake 2052 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Schwanz Lake 2037 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Thomas 2036 2099 42 $500,000 full LS renewal, 42 year cycle
Eagan Long-Term Capital R&R Study
Chapter 11.0 – R&R Spreadsheet Model
March 2021
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Page 11-8
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Storm Storm LS Thomas 2051 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Westcott Station 2046 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Westcott Station 2031 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Woodlands 2052 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Woodlands 2026 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Storm Storm LS Yankee 2021 2099 42 $500,000 full LS renewal, 42 year cycle
Storm Storm LS Yankee 2036 2099 42 $175,000 lift station pump upgrades (mid-cycle renewal)
Table 11.4 Water Quality Utility Detailed R&R Plan
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Water Quality Above and Beyond Green Infrastructure New Tech BMPs 2020 2099 1 $100,000 ongoing BMP additions and new WQ tech
Water Quality Alum Dosing Continuation of Annual Alum Dosing Program 2025 2099 1 $12,000 1.5 dosings per year (part 1 @ $8,000) - for sampling/analysis to determine if
treatment is justified
Water Quality Alum Dosing Continuation of Annual Alum Dosing Program 2026 2099 1 $90,000 1.5 dosings per year (part 2 @ $60,000) - treatment if sampling/analysis
determined needed
Water Quality Alum Dosing P Lake AP-11 (Cliff Lake) Alum Application 2025 2026 10 $8,000
Water Quality Alum Dosing P Lake AP-11 (Cliff Lake) Alum Application 2026 2026 10 $54,000
Water Quality Alum Dosing P Lake BLP-4 (Almquist Lake) Alum Application 2023 2026 10 $60,000
Water Quality Alum Dosing P Lake BLP-4 (Almquist Lake) Alum Application 2022 2026 10 $8,000
Water Quality Alum Dosing P Lake BP-1 (Blackhawk Lake) Alum Application 2025 2026 10 $54,000
Water Quality Alum Dosing P Lake BP-1 (Blackhawk Lake) Alum Application 2024 2026 10 $8,000
Water Quality Alum Dosing P Lake BP-5 (Heine Pond) Alum Application 2025 2026 10 $54,000
Water Quality Alum Dosing P Lake BP-5 (Heine Pond) Alum Application 2024 2026 10 $8,000
Water Quality Alum Dosing P Lake BP-7 (Thomas Lake) Alum Application 2024 2026 10 $8,000
Water Quality Alum Dosing P Lake BP-7 (Thomas Lake) Alum Application 2025 2026 10 $54,000
Water Quality Alum Dosing P Lake BP-8 (East Thomas Lake) Alum Application 2024 2026 10 $37,500
Water Quality Alum Dosing P Lake BP-8 (East Thomas Lake) Alum Application 2023 2026 10 $7,000
Water Quality Alum Dosing P Lake EP-2 (North Lake) Alum Application 2025 2026 10 $8,000
Water Quality Alum Dosing P Lake EP-2 (North Lake) Alum Application 2026 2026 10 $54,000
Water Quality Alum Dosing P Lake GP-1 (Bur Oaks Pond) Alum Application 2022 2026 10 $35,000
Water Quality Alum Dosing P Lake JP-20 (Bald Lake) Alum Application 2026 2026 10 $54,000
Water Quality Alum Dosing P Lake JP-20 (Bald Lake) Alum Application 2025 2026 10 $8,000
Water Quality Alum Dosing P Lake JP-4 (Fish Lake) Alum Application 2022 2026 10 $20,000
Water Quality Alum Dosing P Lake JP-4 (Fish Lake) Alum Application 2021 2026 10 $8,000
Water Quality Alum Dosing P Lake JP-6 Alum Application 2025 2026 10 $37,500
Water Quality Alum Dosing P Lake JP-6 Alum Application 2024 2026 10 $8,000
Water Quality Alum Dosing P Lake LP-26 (Fitz Lake) Alum Application 2023 2026 10 $70,000
Eagan Long-Term Capital R&R Study
Chapter 11.0 – R&R Spreadsheet Model
March 2021
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Page 11-9
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Water Quality Alum Dosing P Lake LP-26 (Fitz Lake) Alum Application 2022 2026 10 $7,000
Water Quality Alum Dosing P Lake LP-28 (Holz Lake) Alum Application 2024 2026 10 $8,000
Water Quality Alum Dosing P Lake LP-28 (Holz Lake) Alum Application 2025 2026 10 $54,000
Water Quality Alum Dosing P Lake LP-31 (Hay Lake) Alum Application 2026 2026 10 $54,000
Water Quality Alum Dosing P Lake LP-31 (Hay Lake) Alum Application 2025 2026 10 $8,000
Water Quality Alum Dosing P Lake LP-42 (Carlson Lake) Alum Application 2024 2026 10 $8,000
Water Quality Alum Dosing P Lake LP-42 (Carlson Lake) Alum Application 2025 2026 10 $54,000
Water Quality Alum Dosing P Wetland LP-48 Alum Application 2023 2026 10 $7,000
Water Quality Alum Dosing P Wetland LP-48 Alum Application 2024 2026 10 $25,000
Water Quality General Maintenance 1125 StorP Water Quality Cost-Share Partnership
Grantsm Drainage E&M
2020 2099 1 $61,000
Water Quality General Maintenance Water Resources Infrastructure Maintenance 2020 2099 1 $16,000
Water Quality Infiltration Basin New Basin (and Future Maintenance) Every Year 2045 2099 1 $75,000 sediment removal for new basins
Water Quality Infiltration Basin New Basin (and Future Maintenance) Every Year 2020 2099 1 $200,000 installation of new filter every year
Water Quality Infiltration Basin New Basin (and Future Maintenance) Every Year 2025 2099 1 $10,000 new basin inspection
Water Quality Iron Enhanced Sand Filter New Filter (and Future Maintenance) Every 5 Year 2027 2099 5 $20,000 inspection of new filters
Water Quality Iron Enhanced Sand Filter New Filter (and Future Maintenance) Every 5 Year 2057 2099 5 $100,000 media replacement for new filters
Water Quality Iron Enhanced Sand Filter New Filter (and Future Maintenance) Every 5 Year 2022 2099 5 $300,000 installation of new filter every 5 years
Water Quality Pond/Wetland Improvements P Bur Oaks Pond Protection Project 2023 2099 99 $55,000
Water Quality Pond/Wetland Improvements P Fish Lake Protection Project 2023 2099 99 $23,000
Water Quality Pond/Wetland Improvements P Fitz Lake Improvement Project 2022 2099 20 $23,000
Water Quality Pond/Wetland Improvements P Galaxie Avenue Area Pond Improvements 2025 2099 20 $475,000
Water Quality Pond/Wetland Improvements P Galaxie Avenue Area Pond Improvements 2024 2099 20 $160,000
Water Quality Pond/Wetland Improvements P Lake DP-2 (LeMay Lake) Improvements 2021 2099 20 $200,000
Water Quality Pond/Wetland Improvements P Lake DP-2 (LeMay Lake) Improvements 2022 2099 20 $600,000
Water Quality Pond/Wetland Improvements P Lake JP-6, Wetland JP-49 Improvements 2024 2099 20 $18,000
Water Quality Pond/Wetland Improvements P Lake JP-6, Wetland JP-49 Improvements 2025 2099 20 $50,000
Water Quality Pond/Wetland Improvements P Pond AP-13 Improvements 2025 2099 20 $75,000
Water Quality Pond/Wetland Improvements P Pond AP-13 Improvements 2024 2099 20 $25,000
Water Quality Pond/Wetland Improvements P Pond AP-25 Improvements 2024 2099 20 $30,000
Water Quality Pond/Wetland Improvements P Pond AP-25 Improvements 2025 2099 20 $100,000
Water Quality Pond/Wetland Improvements P Pond DP-3 Outlet Improvements 2021 2099 10 $55,000
Water Quality Pond/Wetland Improvements P Pond EP-4 Improvements 2021 2099 20 $65,000
Water Quality Pond/Wetland Improvements P Pond JP-27.1 Improvements 2025 2099 20 $50,000
Water Quality Pond/Wetland Improvements P Pond JP-27.1 Improvements 2024 2099 20 $18,000
Water Quality Pond/Wetland Improvements P Pond LP-26.5 Modifications 2021 2099 20 $70,000
Water Quality Pond/Wetland Improvements P Ponds BLP-6, BLP-57 Improvements 2021 2021 20 $850,000
Water Quality Pond/Wetland Improvements P Ponds CP-7A, CP-7B Improvements 2025 2099 20 $75,000
Water Quality Pond/Wetland Improvements P Ponds CP-7A, CP-7B Improvements 2024 2099 20 $25,000
Eagan Long-Term Capital R&R Study
Chapter 11.0 – R&R Spreadsheet Model
March 2021
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Page 11-10
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Water Quality Pond/Wetland Improvements P RVA Sediment Basin(s) 2021 2099 20 $70,000
Water Quality Pond/Wetland Improvements P Wetland BP-32 Improvements 2024 2099 20 $18,000
Water Quality Pond/Wetland Improvements P Wetland BP-32 Improvements 2025 2099 20 $50,000
Water Quality Pond/Wetland Improvements P Wetland LP-63 Improvements 2021 2099 20 $30,000
Water Quality Sediment Removal Continuation and Growth of Sediment Removal 2024 2099 1 $500,000 continuation and growth of sediment removal plan beyond CIP
Water Quality Sediment Removal P Pond DP-13.2 Sediment Removal 2022 2099 20 $49,500
Water Quality Sediment Removal P Pond JP-47.2 (Storm Basin) Alum Sediment
Removal
2021 2021 5 $125,000
Water Quality Sediment Removal P Wetland LP-32.1 Sediment Removal 2023 2099 20 $55,000
Water Quality Sediment Removal P Wetland LP-40 Sediment Removal 2021 2099 20 $75,000
Water Quality Sump Catch Basins Annual Basin Installation/Maintenance (4
Annually)
2020 2099 1 $20,000 hiring contractor to clean approx. 200 sump manholes
Water Quality Utility Equipment Harvester 2030 2099 20 $300,000 weed harvester replacement
Water Quality Utility Equipment Sweeper 2028 2099 8 $250,000 sweeper 3 replacement
Water Quality Utility Equipment Sweeper 2022 2099 8 $250,000 sweeper 1 replacement
Water Quality Utility Equipment Sweeper 2025 2099 8 $250,000 sweeper 2 replacement
Water Quality WQ Studies WQ Studies on Impaired Water Bodies 2020 2099 1 $25,000 ongoing WQ studies
Table 11.5 Streetlight Utility Detailed R&R Plan
Utility Asset Type Facility Start
Year
End
Year
Life
Cycle
Cost (2020$) R&R Notes
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2065 2070 1 $213,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2060 2064 1 $188,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2022 2024 1 $324,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2026 2029 1 $183,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2055 2059 1 $197,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2035 2039 1 $128,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2030 2034 1 $154,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2040 2044 1 $218,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2050 2054 1 $313,000 streetlight R&R model
Streetlights Lights AE2S Developed - See 'Streetlights_RR' Tab 2045 2049 1 $289,000 streetlight R&R model
Streetlights Lights Circuitry Replacement 2022 2099 20 $175,000
Streetlights Lights LED Retrofit 2025 2099 30 $250,000
Streetlights Lights LED Retrofit 2021 2099 30 $162,000
Streetlights Lights Streetlight Painting 2023 2099 5 $30,000 streetlight painting every 5 years
Streetlights Traffic Signal Painting 2020 2099 1 $15,000 annual traffic signal painting
Eagan Long-Term Capital R&R Study
Chapter 11.0 – R&R Spreadsheet Model
March 2021
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Page 11-11
Table 11.6 Stormwater Zone Risk Score Tabulation
Zone
ID
COF1: Pond
Risk and
Performance
COF2: # of
Critical
Facilities
Within
Zone
COF3: System
Hydraulic
Performance
(Junction Depth
Relative to Rim)
COF4: System
Hydraulic
Performance
(duration pipes
are in the
surcharged
condition)
COF5:
Lift
Station
Rehab
Priority
COF6:
Estimated
Building
Value Lost
COF7: # of
Residential
Buildings at
Risk
Total
COF
Score
LOF1: # of
Stormwater
Customer
Reports
LOF2: Total
Runoff/Total
Available
System
Capacity
LOF3: Total
Cumulative
Upstream
Area
LOF4:
Average
Depth/
Diameter
LOF5:
Average
Max
Flow/
Design
Flow
LOF6: Pipe
Survival
Probability
Total
LOF
Score
Total
Risk
Normalized
Risk
Risk
Grade
4 30 14 4 4 6 8 15 81 30 4 8 2 7 70 121 9801 1000.00 5
28 12 20 4 7 0 14 3 60 21 4 0 2 7 49 83 4980 508.11 5
11 24 14 4 4 30 8 12 96 30 0 4 1 2 14 51 4896 499.54 5
16 30 4 0 0 6 8 15 63 30 4 8 2 4 28 76 4788 488.52 5
7 24 4 0 2 21 8 12 71 30 4 4 3 10 14 65 4615 470.87 5
5 12 4 0 10 6 0 6 38 6 8 8 3 7 70 102 3876 395.47 5
3 24 4 2 7 6 14 15 72 21 8 4 2 4 14 53 3816 389.35 5
27 18 4 4 0 0 14 9 49 21 0 14 1 7 28 71 3479 354.96 4
30 12 14 0 7 21 8 3 65 12 4 4 2 2 28 52 3380 344.86 4
12 30 4 0 10 12 8 12 76 21 0 4 1 4 14 44 3344 341.19 4
17 12 8 0 0 6 4 9 39 12 8 4 1 2 49 76 2964 302.42 4
18 24 0 4 2 0 14 6 50 6 4 4 3 4 28 49 2450 249.97 3
14 12 8 2 4 0 4 6 36 6 4 14 2 10 28 64 2304 235.08 3
38 12 0 7 2 0 4 3 28 6 4 14 3 4 49 80 2240 228.55 3
31 6 0 4 4 21 4 3 42 21 4 0 3 4 14 46 1932 197.12 3
36 18 8 2 2 0 4 3 37 6 0 8 2 7 28 51 1887 192.53 3
26 12 0 2 0 0 0 3 17 21 0 8 2 7 70 108 1836 187.33 3
23 6 0 10 2 0 8 6 32 12 0 8 4 4 28 56 1792 182.84 3
19 18 0 0 2 0 4 6 30 6 0 0 2 2 49 59 1770 180.59 3
22 18 0 0 0 0 4 12 34 12 8 0 2 2 28 52 1768 180.39 3
15 6 4 0 2 6 4 9 31 12 8 0 1 7 28 56 1736 177.12 3
21 12 0 0 2 0 4 12 30 12 8 0 4 4 28 56 1680 171.41 3
25 18 4 4 2 0 0 3 31 12 4 4 2 4 28 54 1674 170.80 3
32 6 4 0 2 21 0 6 39 6 4 4 1 10 14 39 1521 155.19 3
10 12 8 2 4 0 8 9 43 12 4 0 2 2 14 34 1462 149.17 2
20 18 0 0 0 6 8 9 41 6 8 0 2 4 14 34 1394 142.23 2
24 12 4 7 2 0 0 3 28 6 4 4 3 4 28 49 1372 139.99 2
34 18 0 0 7 0 8 3 36 0 8 8 3 4 14 37 1332 135.90 2
6 24 0 0 4 0 20 15 63 6 4 0 3 7 0 20 1260 128.56 2
13 18 4 2 2 0 4 9 39 12 0 14 2 4 0 32 1248 127.33 2
29 12 14 2 0 12 14 3 57 0 4 0 1 2 14 21 1197 122.13 2
37 0 4 0 2 12 0 3 21 0 8 0 1 4 14 27 567 57.85 1
35 12 8 0 4 0 4 3 31 0 0 0 1 2 14 17 527 53.77 1
Eagan Long-Term Capital R&R Study
Chapter 11.0 – R&R Spreadsheet Model
March 2021
www.ae2s.com
Page 11-12
Zone
ID
COF1: Pond
Risk and
Performance
COF2: # of
Critical
Facilities
Within
Zone
COF3: System
Hydraulic
Performance
(Junction Depth
Relative to Rim)
COF4: System
Hydraulic
Performance
(duration pipes
are in the
surcharged
condition)
COF5:
Lift
Station
Rehab
Priority
COF6:
Estimated
Building
Value Lost
COF7: # of
Residential
Buildings at
Risk
Total
COF
Score
LOF1: # of
Stormwater
Customer
Reports
LOF2: Total
Runoff/Total
Available
System
Capacity
LOF3: Total
Cumulative
Upstream
Area
LOF4:
Average
Depth/
Diameter
LOF5:
Average
Max
Flow/
Design
Flow
LOF6: Pipe
Survival
Probability
Total
LOF
Score
Total
Risk
Normalized
Risk
Risk
Grade
33 0 4 0 4 0 0 3 11 6 4 0 3 10 14 37 407 41.53 1
8 0 0 0 0 0 0 3 3 0 20 0 1 10 49 80 240 24.49 1
39 0 0 0 0 0 0 3 3 0 14 20 4 7 28 73 219 22.34 1
9 6 0 0 0 0 0 6 12 6 4 0 1 2 0 13 156 15.92 1
2 0 4 0 0 0 0 3 7 0 8 4 0 0 0 12 84 8.57 1
1 0 4 0 0 0 0 3 7 0 0 0 0 0 0 0 7 0.71 1
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
CONSENT AGENDA
K. Drinking Water Week - May 2 - 8, 2021
Action To Be Considered:
Proclaim May 2 through May 8, 2021, as Drinking Water Week, and authorize the Mayor
and Deputy City Clerk to execute all related documents.
Facts:
➢ For more than 40 years, the American Water Works Association and its members
have celebrated Drinking Water Week – a unique opportunity for both water
professionals and the communities they serve to join together in recognizing the
vital role water plays in our daily lives as our most valuable natural resource.
➢ Tap water delivers public health protection, fire protection, support for our
economy and the quality of life we enjoy.
➢ Any measure of a successful society – low mortality rates, economic growth,
diversity, productivity, and public safety – are in some way related to the access
to safe drinking water.
➢ We are all stewards of the water infrastructure upon which future generations
depend.
➢ Each citizen of our city is called upon to help protect our source waters from
pollution, to practice water conservation, and to get involved in local water
issues.
Attachments (1)
CK-1 Proclamation Resolution
CITY OF EAGAN
PROCLAMATION RESOLUTION
DRINKING WATER WEEK
May 2 through May 8, 2021
WHEREAS, water is our most valuable natural resource; and
WHEREAS, only tap water delivers public health protection, fire protection, support for
our economy and the quality of life we enjoy; and
WHEREAS, any measure of a successful society – low mortality rates, economic growth
and diversity, productivity, and public safety – are in some way related to access to safe
drinking water; and
WHEREAS, we are all stewards of the water infrastructure upon which future
generations depend; and
WHEREAS, each citizen of our city is called upon to help protect our source waters from
pollution, to practice water conservation, and to get involved in local water issues by g etting to
know their water.
NOW, THEREFORE, BE IT RESOLVED that the Eagan City Council hereby proclaims May
2-8, 2021 as Drinking Water Week.
CITY OF EAGAN
CITY COUNCIL
By: __________________________
Its Mayor
Attest: ________________________
Its Deputy Clerk
Motion made by:
Seconded by:
Those in favor:
Those against:
Dated:
CERTIFICATION
I, Deputy Clerk of the City of Eagan, Dakota County, Minnesota, do hereby certify that the
foregoing resolution was duly passed and adopted by the City Council of the City of Eagan,
Dakota County, Minnesota, in a regular meeting thereof assemb led this 5th day of May 2020.
_____________________________
Deputy City Clerk
Agenda Information Memo
April 20, 2021, Eagan City Council Meeting
CONSENT AGENDA
L. Direct preparation of an ordinance amendment to City Code Chapter 10
regarding electric and gas grills
Action To Be Considered:
To direct preparation of an ordinance amendment to City Code Chapter 10 regarding
electric and gas grills.
Facts:
City Code Chapter 10 prohibits the storage or use of barbeque grills on balconies
or patios within 15 feet of multifamily residential structures with three or more
units and common hallways or egress.
The State Fire Code has an exception allowing listed electric or gas-fired
barbecue grills that are permanently mounted and wired or plumbed to the
building’s gas supply or electrical system and that maintain a minimum clearance
to adjacent walls.
With the increasing popularity of urban-style development and rooftop
amenities, Eagan Fire is open to revising the ordinance consistent with the
exception in the State Fire Code.
The Eagan ordinance amendment will likely include additional fire safety
measures and final approval from the Fire Department.
Additional information will be provided to Council at the time the ordinance
amendment is brought back to Council for consideration.
Attachments: (0)
Agenda Information Memo
April 20, 2021 Eagan City Council Meeting
M.Approve modifications for Cascade Bay fees for 2021 due to COVID guidelines
Direction For Consideration:
To approve modifications for Cascade Bay fees for 2021 due to COVID guidelines
Facts:
Current state guidelines call for a reduced percentage of allowed capacity to safely use
the pool this summer.
Staff has coordinated a rotating schedule for Cascade Bay and Cardio Bay that includes
multiple sessions daily. The multiple sessions will accommodate the maximum allowed
capacity in the pool per state guidelines.
Current season pass structures won’t sync with our software to allow for strict tracking
required for knowing the exact number of tickets sold.
A new family membership fee of $50 is being sought for approval to allow members of
that household to purchase reduced cost day tickets up to three days in advance.
The cost of a daily pass will be reduced $3 with purchase of a membership.
In addition to the new fee, we ask that the general season pass be suspended from the
schedule for 2021 if there are restrictions still in effect as of May 15, 2021.
COVID 19 has and will continue to evolve with respect to guidelines, and safety
protocols throughout the summer. Staff has reviewed this program to be fair and allow
for best management practices, while maintaining a safe user and staff experience.
Attachments: (1)
CM-1 Fees for 2021
Approved by the City Council at its December 15, 2020 meeting.
Fees are effective January 1, 2021.
Table of Contents
Page
Licenses and Permits
Alcohol ....................................................................................................................... 1
Other .......................................................................................................................... 2
Tobacco and Liquor License Violations ..................................................................... 3
Development Review .............................................................................................................. 4
Construction-related and Right-of-Way Permits ..................................................................... 5
Escrow Deposits ..................................................................................................................... 6
Other Development-related Charges
Park, Trail, Water Quality Dedication ........................................................................ 8
Tree Mitigation/Replacement ..................................................................................... 8
Inspections Fees/Permits
Building Permits ......................................................................................................... 9
Mechanical Permits ................................................................................................... 9
Plumbing Permits..................................................................................................... 10
Fire Suppression and Fireworks Permits................................................................. 10
Other Inspections..................................................................................................... 10
State Surcharge ....................................................................................................... 11
Utilities Fees/Charges
Connection/Availability Charges .............................................................................. 12
User Rates ............................................................................................................... 13
Other Utilities Fees .................................................................................................. 14
Water Meters ........................................................................................................... 15
Street and Trail Special Assessment Rates ......................................................................... 16
Other Assessment-related Charges ..................................................................................... 16
Parks and Recreation Charges ............................................................................................ 17
Facility Fees ............................................................................................................. 18
Cascade Bay Fees .................................................................................................. 19
Civic Arena Fees ..................................................................................................... 19
Community Center Fees .......................................................................................... 20
Wetland Conservation Application Fees............................................................................... 22
Police Department Charges ................................................................................................. 22
Fire Department Charges ..................................................................................................... 23
Equipment Rates .................................................................................................................. 24
Staff and City Attorney Rates ............................................................................................... 25
Miscellaneous Fees/Charges ............................................................................................... 26
Summary of Connection Charges ........................................................................................ 29
2021 Fee Schedule
1
ALCOHOL LICENSES AND PERMITS
Fee Acct Code
Beer
Application and investigation $ 500.00 (1) 1101.4239
Off-sale license 100.00 0401.4055
On-sale license 450.00 0401.4055
Temporary license 25.00 0401.4055
Liquor Application and investigation
500.00
(2)
1101.4239
Off-sale license 200.00 0401.4055
On-sale license “
Annual sales < $275,000 5,300.00 “
Sales $275,000-550,000 6,300.00 “
Sales > $550,000 7,300.00 “
Sunday license 200.00 “
On-sale club license
< 200 club members 300.00 0401.4055
201-500 club members 500.00 “
501-1,000 club members 650.00 “
1,001-2,000 club members 800.00 “
2,001-4,000 club members 1,000.00 “
4,001-6,000 club members 2,000.00 “
> 6,000 club members 3,000.00 “
Temporary (up to 3 days) 150.00 “
Wine Application and investigation
500.00
(1)
1101.4239
On-sale license 1,900.00 0401.4055
Sunday license 100.00 0401.4055
Daily consumption and display 25.00 0401.4055
Annual consumption and display 300.00 “
Daily sports or convention 50.00 “
Annual sports or convention 600.00 “
Duplicate license 5.00 0401.4230
Change in managers 300.00 1101.4239
Other
Taproom On-Sale 600.00 0401.4055
Brewer Off-Sale 200.00 “
Brewer Off-Sale Sunday 50.00 “
Temporary On-Sale Brewer 150.00 “
Cocktail Room On-Sale 600.00 “
Microdistillery Off-Sale 200.00 “
Temporary On-Sale Cocktail Room 150.00 “
(1) When wine and beer licenses are applied for by the same applicant, the total maximum application and
investigation fee is $500.00. (Acct code 9001.2248)
(2) Also requires additional fee of $200/person or entity beyond five having an interest in the proposed licensed
establishment. A $1,000 escrow for up to five applicants residing outside of the state is required, plus
$200/person beyond five with an interest.
2021 Fee Schedule
2
OTHER LICENSES AND PERMITS
Adult establishments:
Fee Acct Code
Investigation $ 300.00 Requires $1,000 escrow 1101.4239
Annual license 5,000.00 0401.4067
Adult companionship/escort service provider:
Investigation 300.00 Requires $1,000 escrow 1101.4239
Annual license (one license included w/
adult establishment license)
850.00 0401.4067
Beekeeping permit (initial application) 50.00 0401.4118
Annual renewal 25.00 “
Chicken permit (initial application) 50.00 0401.4116
Annual renewal 25.00 “
Prescribed grazing permit (initial application) 50.00 0401.4118
Renewal 25.00 0401.4116
Contractor’s license - Plumbing MN Dept. of Health Bond & Ins. Cert.
OR ($25,000), and MN Master Plumbers Cert.
Sewer and Water Unlicensed ABC, LECET, or MUCA Pipelayer Training
Certification & MN Dept. of Health
Contractor Bond Certificate ($25,000)
Dance hall - initial investigation 300.00 1101.4239
Dance hall - annual permit 300.00 0401.4112
Dance, public - single event 50.00 “
Dangerous dog registration
Registration, sign, and tag (lifetime of dog) 100.00
1101.4061
Dog license/Off-Leash Dog Park (2-year) * 30.00 3090.4321/1101.4061
* Dog licenses purchased in the second year of the two-year period are $30.00; fee is not prorated.
Duplicate dog tag
5.00
3090.4321
Gambling - investigation 250.00 1101.4239
Golf cart, motorized permit 25.00 0401.4114
Hunting, bow permit - resident 10.00 1101.4120
Hunting, bow permit - non-resident 25.00 “
Indoor Firearms Shooting Range
License
500.00
0401.4069
Application/Investigation 500.00 1101.4239
Out-of-state App Escrow 1,000.00 “
Change of Manager 300.00 “
Kennel permit - initial 100.00 0401.4060
Kennel permit - renewal 50.00 0401.4060
Massage therapy establishment - investigation $ 300.00 includes 1 therapist license 1101.4239
Massage therapy establishment - license 300.00 includes 1 therapist license 0401.4064
Massage therapist - investigation 100.00 1101.4239
Massage therapist - license 25.00 0401.4064
2021 Fee Schedule
3
OTHER LICENSES AND PERMITS (cont’d) Fee Acct Code
Paintball facility - investigation 50.00 1101.4239
Paintball facility - license 150.00 0401.4070
Pawn shop - investigation 850.00 per owner 1101.4239
Pawn shop - license 12,000.00 0401.4065
Pet shop license - initial 100.00
Pet shop license - renewal 50.00 0401.4063
Pigeon 50.00 0401.4120
Rubbish hauler - commercial, residential, 0401.4059
recycling only, or construction/demolition
debris: 1st truck
100.00 “ “
Each additional truck 60.00 “
Shows (circus, carnival) - investigation 50.00 1101.4239
Shows - license 25.00 0401.4120
Solicitor/peddler/transient merchant 100.00 1101.4239
Special events permit :
Application fee for established route 150.00 0401.4098
Application fee for new route 250.00 0401.4098
Damage/clean-up fee deposit 300.00
City services/resource escrow 125% of estimated cost for required 9001.2246
City services/resources
Tobacco sales-investigation 100.00
Tobacco sales license 200.00 0401.4057
Tree contractor license 25.00 0401.4058
Utility Task Vehicle Permit 25.00 0401.4117
TOBACCO LICENSE VIOLATIONS
Licensee:
First violation at licensed premise 75.00 1101.4233
Second violation within 24 months of first
violation at licensed premise 200.00 “
Third and subsequent violations within a
24-month period at licensed premise 250.00 “
Other individuals: 50.00 “
LIQUOR LICENSE VIOLATIONS:
Licensee:
First violation at licensed premise 500.00 1101.4241
Second violation within 24 months of first violation 1,000.00 “
Third violation within 24 months of first violation 1,500.00 plus seven (7)-day suspension of license
Fourth and subsequent violations 2,000.00 plus thirty (30)-day suspension of license
within 36 months of first violation
2021 Fee Schedule
4
DEVELOPMENT REVIEW
For the charges below that require escrow deposits, refer to p.6 for the amount.
Application Type Fee Escrow required? Acct Code
Comprehensive Plan Amendment $ 500.00 Yes 0720.4207
Conditional Use Permit (CUP) * 500.00 Yes 0720.4095
Shoreland Conditional Use Permit (CUP) 500.00 Yes 0720.4095
Final Planned Development 500.00 Yes 0720.4206
Final Plat 350.00 Yes 0720.4206
Final Subdivision 350.00 Yes 0720.4206
Interim Use Permit (IUP) * 500.00 Yes 0720.4095
Planned Development - annual review 100.00 No 0720.4223
Development Sign Fee 50.00 Yes 0720.4223
Planned Development Amendment
(separate from rezoning)
350.00 Yes 0720.4207
Preliminary Planned Development 500.00 Yes 0720.4206
Preliminary Subdivision * 500.00 Yes 0720.4206
Mailing labels
and Housing Improvement District mailings 1.50 per mailing address 0720.4230
Rezoning *
500.00
Yes
0720.4207
Site plan review 150.00 Yes 0720.4223
Variance - residential * 400.00 Yes 0720.4205
Variance - non-residential * 500.00 Yes “
Lot combination agreement 200.00 0720.4206
Vacation proceedings 400.00 plus out-of-pocket City costs on
replacement easements and/or
transfer of property if handled
outside normal subdiv. process
0720.4220
Industrial revenue bond and multi- 1,000.00 plus out-of-pocket City costs 9113.4211
family housing bond application (Escrow required) 9113.4224
Public financing
Assistance application (TIF, State program, etc.)
1,000.00 plus out-of-pocket City costs
(Escrow required)
xxxx.4229
* Application to appeal is 50% of original fee.
NOTE: Rezoning, Preliminary and Final Planned Developments, CUPs and IUPs do not require
additional escrow if incorporated with subdivision application.
2021 Fee Schedule
5
Fee Acct Code
CONSTRUCTION-RELATED PERMITS
Grading/excavation
If preliminary platted:
< 1 acre 300.00 2010.4094
1-5 acres 500.00 “
5+ acres 700.00 “
If not preliminary platted:
0-5 acres 300.00 “
each additional acre over 5 50.00 (800.00 maximum) “
Renewal 200.00 “
RIGHT-OF-WAY (ROW) PERMIT & MANAGEMENT FEES
ROW registration fee 40.00 2010.4102
ROW excavation/installation permit up to 1,000 feet 220.00 “
ROW excavation/installation (> 1,000 feet) .20 per foot
a warranty bond or security deposit may be required
(calculated by Engineering Department) Winter ROW excavation surcharge (Dec 1–Mar 31) 100.00 To be determined by City Engineer “
ROW excavation/installation fee (joint trench) 90.00 “
Obstruction permit 50.00 “
Private improvement in ROW (e.g. mailbox, driveway)
Residential 20.00 plus financial security to be determined by City
Engineer
Commercial 220.00 for a period to be determined by City Engineer
If maintenance agreement is required 400.00 “
Small Wireless Facility (city structure collocation)
Rental fee
150.00
per year
2010.4102
Maintenance fee 25.00 per year “
Electric Service fee 73.00 per mo/radio node <=100 max watts “
Electric Service fee 182.00 per mo/radio node > 100 max watts “
2021 Fee Schedule
6
ESCROW DEPOSITS
The City requires the following escrow deposits. The amounts represent initial deposits, not actual charges.
Additional deposits may be required as City costs are incurred and unused escrow is returned to the applicant.
Initial
Escrow
Deposit Acct Code
Preliminary Subdivision application OR $ 2,500.00 single-family < 10 acres 9001.2245
Preliminary Planned Development OR 5,000.00 single-family > 10 acres “
Comprehensive Plan Amendment 4,500.00 C/I and townhomes/multiples “
< 20 acres
9,000.00 C/I and townhomes/multiples “
> 20 acres
Final Planned Development 3,000.00 “
Planned Development Amendment 1,500.00 “
Final Plat 1,000.00 “
Final Subdivision application - 1-3 lots 2,000.00 “
Final Subdivision application - 4 or more lots 4,000.00 “
Contract management
< $150,000 estimated construction costs 15% of costs 10,000.00 minimum 9001.2245
$150,001-$500,000 estimated construction costs 12% of costs 20,000.00 minimum “
> $500,000 estimated construction costs 9% of costs 50,000.00 minimum “
Conditional use permit 500.00 Residential 9001.2245
(Not required if subdivision escrow has 1,500.00 Commercial
been collected as part of same application.)
Shoreland CUP escrow 1,500.00 9001.2245
Interim use permit - when site plan is involved 500.00 Residential 9001.2245
(Not required if subdivision escrow has 1,500.00 Commercial
been collected as part of same application.)
Rezoning 500.00 Residential 9001.2245
(Not required if subdivision escrow has 1,500.00 Commercial
been collected as part of same application.)
Site Plan Review 500.00 9001.2245
Variance - residential 400.00 “
Variance - non-residential 1,000.00 “
Public financing assistance 10,000.00 9001.2245
Request for release of development documents Determined on case-by-case basis 9001.2245
Development Sign security deposit 300.00 6501.2257
2021 Fee Schedule
7
ESCROW DEPOSITS (cont’d)
Initial
Escrow
Deposit Acct Code
Impervious Surface Mitigation Inspection 500.00 Single-family 9001.2245
Stormwater Management Permit Performance Securities:
On-site Stormwater Management Facilities:
Disturbed Area (acres)
0 – 0.22 (less than 10,000 sf) 3,000 6501.2257
0.23 – 0.50 (equiv. to ~10,000 – 22,000 sf) 7,000 “
0.51 – 0.75 (equiv. to ~22,001 – 33,000 sf) 10,000 “
0.76 – 1.0 (equiv. to ~33,000 – 43,560 sf) 13,000 “
Greater than one acre – per square foot of disturbed area
Round to nearest $1,000 (max. $35,000) 0.30 “
Erosion & Sediment Control (ESC) Plan Compliance
Single-Fam. Resid. Lot (e.g., remodel, pool, retain. wall) 1,000.00 incl. ≤ 2 re-inspections, as needed “ Single-Fam. Resid. Lot (new construction) 3,000.001 - “
Mult.-Fam. Resid./Commerc. Bldg. Permit 5,000.001 per-acre; $12,000.00 max. “
ESC Compliance Re-Inspection Fee 85.00 per-trip 6501.4817
1To correct ESC deficiencies, City costs for inspections & necessary work2 extracted through Security Escrow.
2021 Fee Schedule
8
OTHER DEVELOPMENT-RELATED CHARGES
Fee Acct Code
Parkland dedication:
Single-family $3,871.00 per unit 9328.4670
Duplex 3,741.00 per unit “
Townhouse/Quad 3,970.00 per unit “
Apartments/Multiple 3,687.00 per unit “
Commercial (post-1/1/83) 1,016.00 per 1,000 ft2 of bldg. “
Industrial (post-1/1/83) 276.00 per 1,000 ft2 of bldg. “
Commercial/Industrial (pre-1/1/83) 2,947.00 per net acre “
Trailway dedication: Commercial/Industrial /Public Facility
1,395.00
per net acre
9375.4671
Residential 276.00 per unit 9375.4671
Water quality dedication:
Water quality dedication fee is equal to the sum of: (1) the cost of the area of a water quality treatment pond using the
per-acre land values below; and (2) the cost of the volume of that pond using the excavation rate below.
Dedication fees apply in lieu of or in addition to construction or use of an actual treatment pond.
Per-acre land values:
Single-family 91,595.00 6501.4672
Duplex 90,185.00 “
Townhome 151,378.00 “
Apartments, Schools & Churches 160,627.00 “
Commercial 103,390.00 “
Industrial 88,680.00 “
Excavation rate 16.00 per cubic yard “
Tree mitigation/replacement:
Refer to City Code section 11.70,
subd. 13 for calculation.
Individual trees 160.00 per diameter inch 9111.4677
Woodland areas 1.60 per sq. ft. of woodland 9111.4677
Tree Preservation Performance Guarantee – Refer to City Code 11.70 (Subd 13 for calculation) 9111.2257
2021 Fee Schedule
9
INSPECTION FEES/PERMITS
Building permits:
Building permit fees are based on the League of Minnesota Cities Fee Table. Permits are issued to specific lots. There
is a State surcharge on all permits; the surcharge fee schedule is on page 11.
The following connection and availability charges are also collected with new single-family building permit fees:
Fee Acct Code
Sewer availability charge (SAC) - Met. Council—
Environmental Services $2,485.00 9220.2275
Sewer availability charge – City see page 12 9376.4681
Water supply and storage - City see page 12 6101.4680
Water meter (3/4”) see page 15 6101.4509
Treatment plant charge see page 12 6101.4685
Building permit valuation < $1,000 51.25 0801.4085
1,001-2,000 51.25 plus 2.25 / $100 valuation* > $500 “
2,001-25,000 73.75 plus 14.75/ $1,000 valuation* > $2,000 “
25,001-50,000 413.00 plus 10.75/ $1,000 valuation* > $25,000 “
50,001-100,000 681.75 plus 7.50/ $1,000 valuation* > $50,000 “
100,001-500,000 1,056.75 plus 6.00/ $1,000 valuation* > $100,000 “
500,001-1,000,000 3,456.75 plus 5.00/ $1,000 valuation* > $500,000 “
> 1,000,000 5,956.75 plus 4.00/ $1,000 valuation* > $1,000,000 “
Building permits for selected work at existing residences:
• Fireplace/fireplace stove,
(based on $3,000 valuation) 88.50 0801.4085
• Residential lower level finishes, Based on valuation ($2,000 minimum) 0801.4085
decks, egress windows with new opening, and Subject to plan review fee
• Garage door replacement or
Windows/door replacement (1 opening) 62.50 (Based on $1,500 valuation) 0801.4085
• Replacement roof, siding, windows,
(based on fixed valuation of $5,000 per work
type and per unit for 1- and 2-unit buildings): $5,000 valuation 118.00 0801.4085
$10,000 valuation 191.75 “
$15,000 valuation 265.50 “
Mechanical permits:
The Inspections Department must verify the classification of each multiple-residence dwelling to
determine the appropriate permit type.
Fee Acct Code
Residential (1-2 family, townhomes, condominiums)
New construction $99.00 per dwelling unit 0801.4088
Modification/alteration (e.g., furnace, A/C, air exchange) 59.00 “
(Permit not required for lower-level ductwork alterations.)
Supplementary furnace 59.00 per dwelling unit “
Commercial/Industrial/Apartment buildings
* or fraction thereof
HVAC 1.5% of contract price ($60.00 minimum) 0801.4088
Process piping systems 59.00 0801.4088
Underground tank installation/removal 74.00 0801.4088
2021 Fee Schedule
10
INSPECTION FEES/PERMITS (cont’d)
Plumbing permits:
Fee Acct Code
The Inspections Department must verify the classification of each multiple-residence dwelling to
determine the appropriate permit type.
Residential (1-2 family, townhomes, condominiums) New construction 99.00 per dwelling unit 0801.4087
Modifications that alter living area 59.00 “
Add/replace softener, water heater 59.00 “
Private sewage disposal system 453.00 9001.2276
Abandonment of private sewage disposal system 59.00 0801.4093
Turnaround 59.00 0801.4087
Reduced pressure zone (RPZ) backflow preventer 59.00 “
Lawn irrigation system 59.00 “
Commercial/Industrial/Apartment buildings All plumbing 1.5% of contract price ($60.00 minimum) 0801.4087
PVB/RPZ - new/repair/rebuild/remove 59.00 per building 0801.4087
Fire Suppression
and Fire - Alarm Permits:
Residential (1-2 family) New Construction 99.00 per dwelling unit 0801.4096
Commercial/Industrial/Apartment buildings
Fire Suppression
1 % of contract price
($60.00 minimum)
0801.4096
Fire Alarm
Fireworks Permits:
Sales and Storage - outdoor 418.00 (includes tent) 0801.4097
Sales and Storage - all other 104.00 “
Pyrotechnic Special Effects Displays 104.00 “
Other building inspections fees:
Electrical permits
Issued by the State
Plan review 65% of building permit fee 0801.4222
Demolition permit $94.00 0801.4093
Day Care inspection 50.00 1221.4216
Interagency-required inspection 59.00 1221.4216
Minnesota Department of Health inspection 59.00 0801.4093
Moving permit - building 94.00 + cost of damage/repairs; 0801.4093
$2,000 escrow required. 9001.2257
Outdoor electronic sound system/audio after 10 p.m. 75.00 0720.4115
2021 Fee Schedule
11
INSPECTION FEES/PERMITS (cont’d) Fee Acct Code
Tents and membrane structures>400 sq. ft., greenhouses,
pylon signs >7’ tall
94.00
0801.4085
Tent/Greenhouse/Pylon Plan Review 40.00 0720.4085
Outdoor Food Sales 25.00 0720.4085
Cultural/Entertainment Events 25.00 0720.4085
Drain Tile 94.00 0801.4085
Drain Tile Plan Review 40.00 0720.4085
Salon Owner Change inspection 59.00 0801.4085
Sign permit (excludes temporary signs) 2.50 per square foot
(minimum fee $60)
0720.4089
Temporary sign permit (up to 10 days in a 60-day period) 25.00 0720.4089
Sign permit - investigation fee (applies when work Double sign permit fee 0720.4089
commences before permit issuance)
Wind energy, solar, radio and TV tower permit Based on value—see building permits 0801.4092
Building permit investigation fee 50% of plan review fee 0801.4085
(applies to approved permits abandoned by applicant)
Building/Plumbing/Mechanical permit investigation fee Double the base fee permits, p.9
(applies when work commences prior to permit issuance)
Landscape guarantee 7,500.00 9001.2257
Lot transfer or address change fee 50.00 0720.4222
Re-inspection fee 50.00 per hr. – 1 hr. minimum 0801.4242
After-hours/weekend inspection fee 50.00 per hr. – 2 hr. minimum 0801.4242
Permit refunding fee 50.00 permits, pp. 8,9
Street name change application 100.00 + out-of-pocket City costs 0201.4230
State surcharge
The State of Minnesota requires the following permit surcharges to be collected by the City and remitted to the State.
Value-based permits: Fee Acct Code
< $1,000,000 valuation .0005 x valuation
1,000,001-2,000,000 500 + .0004 x (valuation – 1,000,000) 9001.2195
2,000,001-3,000,000 900 + .0003 x (valuation – 2,000,000) “
3,000,001-4,000,000 1,200 + .0002 x (valuation – 3,000,000) “
4,000,001-5,000,000 1,400 + .0001 x (valuation – 4,000,000) “
> 5,000,000 1,500 + .00005 x (valuation – 5,000,000) “
Fixed-fee permits:
Permit amount < 1,000 1.00
2021 Fee Schedule
12
UTILITIES FEES—CONNECTION/AVAILABILITY CHARGES
Trunk charges: Fee Acct Code
Sanitary sewer oversize (for assessment purposes)
Un-platted and platted non-residential $ 3,532.70 per acre 9376.4611
Platted residential 1,716.20 per lot 9376.4611
Water main oversize Un-platted and platted non-residential 3,729.80 per acre 9376.4611
Platted residential 1,790.20 per lot 9376.4611
Storm sewer oversize
Single-family .16 per sq. ft. 9376.4611
Multi-family .21 per sq. ft. “
Non-residential .24 per sq. ft. “
Lateral charges:
Sanitary sewer 84.30 per centerline foot 9376.4611
Water main
Single-family 85.10 per centerline foot 9376.4611
Multi-family and non-residential 107.50 per centerline foot 9376.4611
Storm sewer (based on pipe at 15’ depth)
12” storm sewer
92.50 per centerline foot 9376.4611
15” storm sewer 95.80 per centerline foot “
18” storm sewer 102.90 per centerline foot “
21” storm sewer 110.40 per centerline foot “
24” storm sewer 126.30 per centerline foot “
Service Charges:
Sanitary Sewer - 4” service 1,030.10 per service 9376.4533
Sanitary Sewer - 8” stub 2,367.50 per stub 9376.4533
Water - 1” service 1,150.70 per service 9376.4508
Water - 6” stub 3,964.20 per stub 9376.4508
Sanitary sewer availability (SAC):
MCES portion - all property types 2,485.00 per SAC unit * 9220.2275
City portion - all property types 122.10 per SAC unit * 9376.4681
Sanitary Sewer Trunk Connection Charge (SCC):
1-5 SAC units 2,197.70 per SAC unit * 9376.4611
6-10 SAC units 10,991.30 plus 549.40 per SAC unit over 5* 9376.4611
11+ SAC units 13,746.00 plus 219.80 per SAC unit over 10* 9376.4611
Water supply and storage:
Residential 1,592.90 per SAC unit * 6101.4680
Non-residential 5,903.70 per acre “
Treatment plant:
All property types 989.60 per SAC unit * 6101.4685
Direct connection to MCES Interceptor -
application fee (not a City fee) 1,000.00 per connection
* SAC units are determined by Metropolitan Council-Environmental Services (MCES).
2021 Fee Schedule
13
UTILITIES FEES—USER RATES
Sanitary sewer
Residential and Commercial/Industrial
(Usage is based on lower of winter quarter
and current quarter water usage)
Fee Acct Code
Administrative fee 2.10 per bill 6201.4530
All usage (min 3,000 gal/qtr) 4.05 per 1,000 gallons “
Sewer-only (no water connection) 83.97 per quarter “
Manual reading/billing fee 50.00 per meter, per read 6xxx.4530
Water
Residential and Commercial/Industrial Administrative fee 4.14 per bill 6101.4505
Domestic/Potable usage
Winter quarter; all usage 2.01 per 1,000 gallons “
All other quarters:
Usage up to amount used in prior winter quarter 2.01 per 1,000 gallons
Usage in excess of amt. used in prior winter qtr. 2.52 per 1,000 gallons
Lawn & Irrigation usage if separately metered 2.52 per 1,000 gallons “
Hydrant/construction meter - minimum 6.89 per day “
Storm water drainage
Street/signal lighting
Neighborhood lights
Single-family, twin homes (R1/R2) 7.98 per qtr/lot 6301.4550
Townhomes (R3) 6.45 per qtr/unit “
Multiple residential 14.01 per qtr/account “
Non-continuous 9.48 per qtr/acre “
Continuous (per LF basis) 0.19 per qtr/LF “
Continuous (per acre basis) 18.06 per qtr/acre “
Individual lights
100 WHPS 56.91 per light/qtr “
150 WHPS 82.53 per light/qtr “
200 WHPS 72.60 per light/qtr “
250 WHPS 91.89 per light/qtr “
Community and signal lights
R1/R2
2.91 per unit/qtr “
R3 2.34 per unit/qtr “
R4 1.68 per unit/qtr . “
Non-residential 11.97 per unit/qtr “
R1 (single-family) and R2 (duplex) properties 19.11 per REF/qtr 6401.4540
R3 (townhome) properties 11.82 per REF/qtr “
R4 (apartment) properties 26.79 per REF/qtr “
Office/Retail/Business Park 22.65 per REF/qtr “
Public/Quasi-Public 26.07 per REF/qtr “
2021 Fee Schedule
14
UTILITIES FEES—OTHER
Fee Acct Code
Clear water discharge surcharges:
Inspection not completed – single-family $ 150.00 per month 6201.4534
Inspection not completed – non-single-family 500.00 per month 6201.4534
Correction not made – single-family 150.00 per month 6201.4535
Correction not made – non-single-family 500.00 per month 6201.4535
Prohibited reconnection made – single-family 300.00 per month
Prohibited reconnection made – non-single-family 1,000.00 per month
Water turn-on or shut-off (Service fee – per each trip) 75.00 (7am – 3pm) 6101.4512
Water meter removal or installation – inspection only
(Service Fee – per each trip) 75.00 (7am – 3pm) 6101.4512
Utility bill late charge 1.5% per month on 6101.4506
unpaid balance
Certification fee on delinquent utility bills 25.00 per parcel xxxx.4612
Sewer permit - new or repair of existing 75.00 6201.4532
Water permit - new or repair of existing 75.00 6101.4507
Temporary construction hydrant meters (6 month max)
Permit fee 70.00 per month, 3-month 6101.4521
Usage fee 6.00 6101.4521
Hydrant damage deposit 270.00 deposit required 9220.2254
5/8” meter damage deposit 220.00 9220.2254
3” meter damage deposit 2,500.00 “
3” backflow preventer & cart damage deposit 2,300.00 “
Trip fee (if required) 75.00 0801.4242
¾” backflow preventer deposit 80.00 9220.2254
Scheduled after-hours work
Call out - 2.5 hour minimum OT labor rate plus 15% admin fee
to max admin of 70.00
Extended day OT labor rate plus 15% admin fee
Meter Fee (for non-use type meters to recover meter replacement cost)
Fire 3.00 per month 6101.4242
Irrigation (when active) 3.00 per month 6101.4242
Meter testing (charged only if meter tests correct)
5/8” through 1”
145.00
6101.4242
1 ¼” through 2” 175.00 6101.4242
All other sizes Contract cost plus 15%
Private hydrants
Inspection
42.00
6101.4694
Flushing 70.00 6101.4242
Repair Time and material plus 15% “
Utilities customer list
Electronic transmission, weekly new customer list 53.00 per year 0501.4230
2021 Fee Schedule
15
UTILITIES FEES—WATER METERS
Water meters (includes copperhorn/strainer,
Fee
Acct Code
remote wire, and touch-pad meter) ¾” meter 300.00 6101.4509
1” meter 380.00 “
1 ½” meter 1,380.00 “
2” meter 1,600.00 “
3” meter 2,000.00 “
4” meter 3,500.00 “
6” meter 6,500.00 “
Replacement remote wire (over 50’) 0.25 per foot “
Replacement outside touch-pad meter 27.00 “
#2 copperhorns only 85.00 “
Meter strainers only
2” strainer
500.00
“
3” strainer 640.00 “
4” strainer 980.00 “
6” strainer 1220.00 “
Radio meter read sending unit over Touchpad 205.00 6101.4509
Radio meter read sending unit 205.00 6101.4509
Driveway covers for water service shutoff valve 100.00 6101.4509
Cross-Connection surcharges:
Inspection not completed – single-family
$ 150.00
per month
6201.4534
Inspection not completed – non-single-family 500.00 per month 6201.4534
Correction not made – single-family 150.00 per month 6201.4535
Correction not made – non-single-family 500.00 per month 6201.4535
Prohibited cross-connection made – single-family 300.00 per month “
Prohibited cross-connection made – non-single-family 1,000.00 per month “
2021 Fee Schedule
16
STREET ASSESSMENTS
Fee Acct Code
Residential - 32’ wide
Street surfacing $ 69.00 per FF xxxx.4611 / 4612
Street surfacing with grading 117.10 per FF “
Street surfacing with storm sewer 95.70 per FF “
Street surfacing w/ grading and storm sewer 144.60 per FF “
Multiple and Institutional - 44’ wide
Street surfacing
114.40 per FF “
Street surfacing with grading 184.50 per FF “
Street surfacing with storm sewer 161.80 per FF “
Street surfacing w/ grading and storm sewer 232.20 per FF “
Commercial/Industrial - 52’ Wide
Street surfacing
155.10 per FF “
Street surfacing with grading 240.60 per FF “
Street surfacing with storm sewer 212.20 per FF “
Street surfacing w/ grading and storm sewer 297.80 per FF “
TRAIL ASSESSMENTS
Concrete - 6’ wide (includes $4.15/FF sod/grading) 51.30 per FF xxxx.4611 / 4612
Bituminous - 10’ wide (includes $4.15/FF sod/grading) 33.00 per FF “
OTHER ASSESSMENT-RELATED CHARGES
Reallocation of special assessments 150.00 0501.4225
Assessment search 10.00 0501.4225
Pending assessment report (greater than 4 pages) 0.25 per page * “
Final assessment report (greater than 4 pages) 0.25 per page * “
Copies of legal description, owners, etc. (greater than 4 pages) 0.25 per page * 0201.4230
* if less than 100 pages
2021 Fee Schedule
17
PARKS AND RECREATION CHARGES
The following facility athletic and park rental fees are subject to 7.125% State sales tax and require a $150.00 damage
deposit payable at the time of reservation. Sales tax is included in the proposed fees. Eagan based school
organizations that have a Joint Powers Agreement with the City may schedule use of Eagan shelters and pavilions free
of charge, although a damage deposit is required.
FACILITY FEE Residents Non-residents Acct Code
Athletic Field/Facility Maintenance Fees
Unless obviously known, the user will be considered non-resident.
Proof of residency of 75% or better will qualify for resident rate.
Youth Traveling Teams – Eagan & Eastview Athletic Associ
• Multi-purpose Fields – per team
tions
60.00 120.00 3087.4624/4627
• Baseball/Softball – per team practice fee for season 31.00 62.00 “
• Baseball/Softball – per game 18.00 37.00 “
Adults
• Practice – exclusive use of field, no setup per hour 13.00 25.00 “
• Baseball/Softball – per game fee 34.00 68.00 “
• Soccer - Up to 9 games per team 304.00 609.00 “
• More than 9 games, fee for each additional game >9 44.00 87.00 “
Tournaments – per field/per day or single games
• Youth 69.00 138.00 “
• Adult
Lights
• Per field per hour
98.00
38.00
195.00
38.00
“
“
Building use per full day use 92.00 92.00 “
-Specialty field set-up charge to be determined on a case-by-case basis.
This cost would be in addition to field use permit cost
Band Shell and Public Address System at Central Park
• Permitted use in partnership with Eagan Parks and Recreation community entertainment criteria: No fee
• Permitted use in conjunction with a Community Center paid permitted use: No fee
Band Shell only per hour 68.00 78.00 6809.4325/4326
Canoe Storage (May 1 - October 31) 53.00 66.00 3089.4305
Designated Green Space within a Park 20.00 40.00 3087.4624/4627
2021 Fee Schedule
18
FACILITY FEE (Cont’d)
Residents Non-residents Acct Code
Moonshine Park Retreat Center
Upstairs – retreat/meeting space All day rental – kitchen included 168.00 210.00 3088.4325/4326
6-hour time slot – kitchen included 113.00 141.00 “
Downstairs – activity space
All day rental
56.00 70.00 “
6-hour time slot 39.00 49.00 “
Unmanned Aircraft System 20.00 20.00 3088.4120
Outdoor hockey rinks per hour
With or without ice and lights 23.00 29.00 3087.4624/4627
Without ice 9.00 11.00 “
Park Shelter Buildings All day rental from 10 am-10 pm
168.00
210.00
3088.4625/4626
Half-day rental from 10 am-4 pm or 5 pm-10 pm 113.00 141.00 “
Pavilions All day rental from 10 am-10 pm
223.00
279.00
3088.4625/4626
Half-day rental from 10 am-4 pm or 5 pm-10 pm 168.00 210.00 “
Special Events - Closing trail & posting signs 61.00 76.00 3088.4625/4626
Sun Shelters
All-day rental from 10am–10pm 65.00 82.00 3088.4625/4626
Half-day rental from 10am–4pm, or 5pm–10pm 45.00 56.00
Outdoor courts per court per hour 7.00 9.00 3087.4624/4627
Trapp Farm Tubing Hill:
Daily per person 5.00 5.00 3074.4318
Reservations for groups of 20-80, per person 7.00 8.00 “
Vendor permit to conduct sales at outside facilities 32.00 40.00 3087.4624/4627
EAGAN ROOM AND CITY COUNCIL CHAMBERS
Eagan room and City Council Chambers 26.00 34.00 3088.4625/4626
2021 Fee Schedule
19
CASCADE BAY Daily Admission Daytime After 4 p.m.
Guests over 42” 12.00 10.00 67XX/43XX
Guests under 42” 10.00 8.00 “
Seniors 62 and older 9.00 7.00 “
Under 12 months Free Free
Cardio Bay 8.00 8.00 6725/4310
Season Passes Resident Non-Resident
First family member, all ages 65.00 75.00 670X.4321
Additional family members 55.00 70.00 “
Additional family members <42” tall 41.00 51.00 “
Seniors 62 and older 41.00 51.00 “
Under 12 months of age Free Free
Cardio Bay 55.00 65.00 6702.4321
Captain’s Course
9 holes
2.00 2.00 “
Unlimited daily use with pool admission 4.00 4.00 “
Birthday Parties Pool, includes up to 10 guests 195.00 195.00 6709.4316
Additional guests 20.00 20.00 “
Groups per person 9.00 9.00 6708.43XX
Private Rental per hour, minimum of two hours 1,300.00 1,300.00 6711.43XX
CIVIC ARENA Residents Non-residents
Civic Arena Rentals per hour
Prime rate 235.00 235.00 66XX.4355/4356
Eagan & Eastview Association 235.00 235.00 “
High School 240.00 N/A “
Non-prime 170.00 170.00 “
Off-peak 150.00 150.00 “
Dry Floor 50.00 50.00 “
Indoor turf – full field 95.00 95.00 “
Indoor turf – less than 24-hour notice 100.00 100.00 “
Full arena floor daily max 700.00 700.00 “
Civic Arena mezzanine:
Hourly – 1 hour 27.00 27.00 6622.4325
Hourly with outside food and beverage 60.00 60.00 “
Birthday Parties
Gold, includes up to ten guests
150.00
150.00
6630.4311
Additional guests 15.00 15.00 “
Silver, includes up to ten guests 120.00 120.00 “
Additional guests 12.00 12.00 “
Bronze, includes up to ten guests 90.00 90.00 “
Additional guests 9.00 9.00 “
Training Center
Prime rate per hour, Oct 1 - Mar 1, 5-9pm, and Sat/Sun 8am-9pm 27.00 27.00 66XX.4355/56
Non-prime rate per hour 15.00 15.00 “
2021 Fee Schedule
20
COMMUNITY CENTER FEES
Note: Deposit required for all rental Prime Non-Prime Acct Code
(Apr-Nov) (Dec-Mar)
The Oaks (350 capacity)
Sunday – Thursday (Friday – Non-Prime) 6802.2855.x 6802.4324/4325
7 am – 11 am 525.00 525.00 “
7 am – 1 pm 745.00 745.00 “
7 am – 4 pm 965.00 965.00 “
7 am – 11 pm 1,100.00 1,100.00 “
12 – 4 pm and 5 – 9 pm 525.00 525.00 “
2 Hour Time Block 305.00 305.00 “
Friday Full Day 1,550.00 N/A “
Saturday Full Day 1,900.00 1,500.00 “
Outdoor Special Event (includes – Festival Grounds Pavilion, Band Shell, Gazebo, Ellipse, and Rugby Field)
Full Day 2,963.00 2,963.00 6802.4324/4325
Half Day (Setup/Teardown) (Must include full day) 570.00 570.00
North, South or Central Oaks (110 capacity per room)
Sunday – Thursday 7 am – 11 am 195.00 195.00 “
7 am – 1 pm 275.00 275.00 “
7 am – 4 pm 385.00 385.00 “
7 am – 11 pm 495.00 495.00 “
12 – 4 pm and 5 – 9 pm 195.00 195.00 “
2 Hour Time Block 110.00 110.00 “
North, South or Central Oaks (2 Oaks combined)
Sunday – Thursday
N
North/Central/South Meeting Rooms combined
Saturday – Sunday (2-hour minimum) 50.00/hr 55.00/hr “
Reduced (w/ 8-hour banquet rental) 36.00/hr 36.00/hr
The Board Room (35 capacity)
The Lone Oak Room per hour
Full Lone Oak Room (2-hr min) 60.00/hr 65.00/hr 6812.4324/4325
Reduced Full Room (with 8 hour banquet rental) 40.00/hr 40.00/hr “
Half Lone Oak Room (2-hour minimum) 35.00/hr 45.00/hr “
Reduced Half Lone Oak Room (w/8 hr banquet rental) 25.00 25.00 “
Oasis (2-hour minimum) 65.00 65.00
Reduced (w/ 8-hr banquet rental) 42.00 42.00 6811.4324/4325
7 am – 11 am 360.00 360.00 “
7 am – 1 pm 495.00 495.00 “
7 am – 4 pm 690.00 690.00 “
7 am – 11 pm 825.00 825.00 “
12 – 4 pm and 5 – 9 pm 360.00 360.00 “
2 Hour Time Block 205.00 205.00 “
Resident Non-Resident
orth, Central or South Meeting Rooms (20 cap./each room) Sunday – Saturday (2-hour minimum) 22.00/hr 25.00/hr “
Reduced (w/ 8-hr banquet rental) 17.00/hr 17.00/hr “
Sunday – Saturday (2-hour mimimum) 30.00/hr 35.00/hr “
Reduced (w/8 hr banquet rental) 22.00/hr 22.00/hr “
2021 Fee Schedule
21
COMMUNITY CENTER FEES (cont’d) Prime Non-Prime
(Sept-Mar) (Apr-Aug)
North, Central, or South Gym:
Private – full court 64.00/hr 48.00/hr 6810.4326/4327
Private – half court 38.00/hr 26.00/hr “
Resident
Fitness Membership – Month to Month Fee
Enrollment fee - 1st family member (admin – one-time) 25.00
6807.4321
Individual Resident/Corporate 40.00 “
Individual Non-resident - member 45.00 “
Individual Senior Resident/Corporate 33.00 “
Individual Senior Non-Resident 37.00 “
Dual – Resident/Corp 71.00 “
Dual – Non-Resident 81.00 “
Dual Senior Resident/Corporation 56.00 “
Dual Senior Non-Resident 63.00 “
Family – Resident 89.00 “
Family – Non-resident 101.00 “
Fitness Memberships – cont’d
1-Year
Individual Resident 435.00 6807.4321
Individual Non-Resident 490.00 “
Individual Senior Resident 360.00 “
Individual Senior Non-Resident 403.00 “
Dual Resident 774.00 “
Dual Non-Resident 882.00 “
Dual Senior Resident 612.00 “
Dual Senior Non-Resident 688.00 “
Family Resident 973.00 “
Family Non-Resident 1,103.00 “
Fitness Center Pass Options
Single Day 10.00 6807.4310
10 Visit Punch Pass 75.00 “
20 Visit Punch Pass 140.00 “
Track Only Pass
Single Day 5.00 6807.4310
6 month 150.00
Open Gym Fees (Basketball, Volleyball, Pickle ball)
Adult Open – Resident 5.00 6810.4318/4319
Preschool Open (includes limited Blast use) 5.00 “
Blast Fees
Daily admission 5.00 6804.4318/4319
10-Visit punch card 40.00 “
2021 Fee Schedule
22
COMMUNITY CENTER FEES (cont’d)
Resident
Birthday Party Fees
Friday-Sunday 145.00 up to 15 guests 6805.4310/4311
Monday-Thursday 120.00 up to 15 guests “
Each additional child 8.00 “
WETLAND CONSERVATION APPLICATION FEES
Boundary or Type $ 150.00 (plus staff review time) 6530.4675
Exemption/no-loss determination 150.00 (plus staff review time) “
Replacement plan 300.00 (plus staff review time) “
Banking plan 300.00 (plus staff review time) “
Certificate of completion 150.00 “
Wetland decision appeal 300.00 “
POLICE DEPARTMENT CHARGES
Police reports:
Fee
Acct Code
Police incident and other reports/data (greater than 4 pages) $ .25 per page, plus staff
time for compiling data
1101.4221
Background investigation report (copy) 10.00 “
Photos
Digital - color print
3.00
“
Viewing accident reports (commercial users) 0.50 per report “
Audio/Video flashdrives (copy) 20.00 plus staff time for
compiling data
1101.4221
Contractual security 84.30 per officer per hour 1116.4234
Contractual security admin. fee (5%) 4.20 per officer per hour 0501.4228
BCA urine or blood test kit 10.00 1101.4691
Dog license database listing of dog owners 40.00 1101.4221
Police records check/clearance letters/certified copies
Law enforcement agencies
no fee
Non-law enforcement agencies 5.00 1101.4221
Repeat nuisance call, for third and subsequent calls 250.00 per call 1101.4215
in a 365-day period
2021 Fee Schedule
23
FIRE DEPARTMENT CHARGES
Fee
Acct Code
Fire reports: (greater than 4 pages) $ 0.25 per page 1221.4221
Personnel/Equipment:
Personnel 72.00 per hr (1hr min) 1221.4242
Chief’s vehicle, rescue truck, grass rigs 175.00 per hr (1hr min) 1221.4242
Engine, Tender emergency support vehicle, heavy rescue 300.00 per hr (1hr min) 1221.4242
Command vehicle, aerial 600.00 per hr (1hr min) 1221.4242
Safety house:
Within City limits
no fee
Outside City limits - house, manpower 275.00 per day + 45.00 per FF 1221.4242
(minimum 2 firefighters)
Hazardous material containment/cleanup
Personnel 60.00 per person per hour 1221.4242
(one hour minimum)
Supplies actual cost
Equipment per equipment rates above 1213.4242
Hazardous Material Standby on hit gas line,
under conditions of improper digging
Personnel 60.00 per person per hour 1221.4242
Equipment per equipment rates above 1221.4242
Rescue boat 175.00 per hour (1 hr min) 1221.4242
Fire Key Knox box actual cost 1221.6220
“Fire Department Connection” sign actual cost 1221.6220
Fire Extinguisher training:
Up to 20 trainees
150.00
1221.4242
Each additional 20 trainees 50.00 “
Special Event Standby
Personnel 72.00 per person per hour 1221.4242
2021 Fee Schedule
24
EQUIPMENT RATES Hourly Rate Acct Code
Equipment: (does not include operator labor) Passenger Vehicle
$ 41.00
xxxx.4242
Pick-up truck 41.00 “
One-ton dump truck 45.00 “
Single-axle dump truck 50.00 “
Tandem-axle dump truck 100.00 “
Bucket Truck 60.00 “
Two-ton truck with crane 124.00 “
Aquatic Plant Harvester / conveyor 150.00 “
Tractor 50.00 “
Backhoe/loader 65.00 “
Front-end loader 90.00 “
Street sweeper 90.00 “
Roller 20.00 “
Roller (5-ton) 30.00 “
Paver 100.00 “
Air compressor 40.00 “
Sewer jetter or sewer rodder 221.00 “
Sewer vacuum/jetter 252.00 “
Groundsmaster mower 35.00 “
Sprayer boat 35.00 “
Pump, 6” 56.00 “
Pump, 8” 61.00 “
Skid loader 65.00 “
Chipper 25.00 “
Tanker 65.00 “
TV camera - service (1 hour minimum) 252.00 “
TV camera - main line (1 hour minimum) 330.00 “
Generator, 50KW per hour 62.00 “
Generator, 85KW per hour 103.00 “
Small equipment per hour 36.00 “
Ground thawing trailer per day plus propane 124.00 “
Trenchbox and trailer per day 237.00 “
Sewer pump hose trailer per day 114.00 “
Special Events Needs:
Type I barricade
1.05
per unit per day
“
Type II barricade 2.77 “ “
Reflectorized plastic safety drum .85 “ “
Weighted traffic channelizer .40 “ “
Traffic cone .25 “ “
Standard traffic sign with support 2.20 “ “
2021 Fee Schedule
25
STAFF RATES: Hourly Rate Acct Code
Department Director $ 175.00 xxxx.4242
Assistant City Administrator 150.00 “
City Engineer 155.00 “
Maintenance Superintendent 150.00 “
Assistant City Engineer 140.00 “
Transportation Operations Engineer 150.00 “
Sr. Building Inspector 140.00 “
Fire Marshal 135.00 “
Fire Inspector 120.00 “
City Building Official 150.00 “
Building Inspector 120.00 “
Maintenance Supervisor 120.00 “
City Planner 150.00 “
Planner 115.00 “
Water Resources Manager 135.00 “
City Clerk 115.00 “
Police Officer – dangerous dog hearings 110.00 “
Watershed Specialist 110.00 “
Water Resources Specialist 105.00 “
Stormwater Technician 85.00 “
Code Enforcement Technician 100.00 “
Construction Project Coordinator 115.00 “
Utilities Construction Inspector 100.00 “
Engineering Technician 105.00 “
GIS Technician 110.00 “
Animal Control Officer 80.00 “
Maintenance Person - regular 85.00 “
Maintenance Person - overtime 115.00 “
Intern/Seasonal 65.00 “
Survey crew (includes vehicle and equipment):
2-person 160.00 “
3-person 185.00 “
Clerical Tech 75.00 “
CITY ATTORNEY RATES
Dougherty, Molenda, Solfest, Hills & Bauer P.A. General legal $ 167.90 9001.2245
Paralegal fees 105.00 “
Development-related work 258.55 “
City Council/APC meetings 515.00 per meeting “
2021 Fee Schedule
26
MISCELLANEOUS FEES/CHARGES Fee Acct Code
Animal pickup $ 20.00 1101.4212
Animal impound 4.00 per day over amount 1101.4212
billed to City by pound
Antennae – Radio, Satellite, Microwave and PCS:
One-time fees: Application & Frequency Analysis 700.00 per site xxxx.4618
Site survey review 700.00 per site xxxx.4618
Administrative Process & 3,890.00 per site minimum xxxx.4617
This is the cost for City staff and does NOT include contracted engineering or attorney costs
Landscaping 3,890.00 per site xxxx.4619
Lease/rent rates:
Vertical (side of tank/tower, includes three 10’ x 10’ 48,302.00 per site per year xxxx.4620
Vertical areas and one 10’ x 20’ ground area)
Each additional 4’ x 10’ area 5,373.00 per site per year xxxx.4620
Horizontal (top of tank/tower)
Each 3’ x 3’ horizontal area 632.00 per site per year xxxx.4620
1-3 microwave/satellite dishes or whip 48,302.00 per site per year xxxx.4620
antennae (includes up to 3 antenna panels and one 10’ x 20’ ground area,
maximum dish size – 24” diameter)
Ground space only Minimum area – 16 sq. ft 967.60 per site per year xxxx.4620
Addition area (rounded up to a whole number) 60.50 per square foot per year xxxx.4620
Interior space 120.70 per square foot per year xxxx.4620
Monopoles varies depending on size/location
Scheduled after-hours work (M-F 7:00 am to 3:30 pm) OT labor rate + 15% admin fee
Call-out – 2.5 hour minimum (maximum admin fee of $60.00)
Audio tapes - Board/Council meetings actual costs
Certification fee for unpaid false alarm, noxious weed, refuse 25.00 per parcel xxxx.4612
removal, board-up, and diseased tree removal bills
Penalty for late payment on items to be certified
10% of invoice amount 0501.4228
City Plans/Policies:
Comprehensive Plan
125.00
0720.4230
Special Area Plans 0.25 per page 0201.4230
Comp. Water Supply/Distribution Plan 87.00 6101.4230
Comp. Sanitary Sewer Policy/Plan 87.00 6201.4230
Comp. Storm Water Management Plan 87.00 6401.4230
Plans and Specs (sewer lining, construction, etc) 60.00 6501.4230
Landscape Policy, Shoreland Zoning Ordinance,
Sign Regulations or Tree Preservation Policy 0.25 per page 0720.4230
Transportation Plan 85.00 2010.4230
Water Quality & Wetlands Management Plan 85.00 6501.4230
Dangerous Dog hearing actual costs based on staff time (see Equipment & Staff rates section)
for hearing and written recommendation,
for City Clerk, Animal Control Officer, and
Police officer, to a maximum of $1,000
Dangerous Dog hearing escrow (in advance of hearing) 1,000.00 9001.2250
2021 Fee Schedule
27
MISCELLANEOUS FEES/CHARGES (cont’d) Fee Acct Code
Data processing reports actual cost + 10% 0201.4230
Digital image photocopies (pictometry not included)
Color 3.00 per page 0720.4230
Black & white – (greater than four pages) .25 per page “
Certification of City Document (Photocopy charges are additional) 5.00 “
Domestic partnership registration:
Application (includes Registration Certificate) $ 25.00 0401.4668
Duplicate registration 5.00 “
Filing of amendment to existing registration 25.00 “
Filing of notice of termination to existing registration 25.00 “
Certified copy of registration, amendment or notice of term. 5.00 per document “
“Eagan on Deck” playing cards 5.00 0905.4666
History Book - Lone Oak Years 15.00 0905.4661
Extension fee for recording of a Plat 75.00 0720.4206
or Subdivision
False alarm charges - commercial and residential:
First 3 false alarms per year no charge
Each false alarm after 3 100.00 1101.4214
Inspection/administrative fee 50.00
City-initiated corrective or clean-up work (e.g., noxious weed or
refuse removal, board-ups, diseased tree removal)
Maps:
City map:
First one free
Each additional 2.00 0201.4230
Section maps: ½ section - property only 10.00 xxxx.4230
½ section - property and planimetric 50.00 “
½ section - property, planimetric, and contours 150.00 “
1/8 section - prop., planimetric and contours 40.00 “
½ section - aerial photo (black and white) 6.00 “
½ section - aerial photo (color) 12.00
¼ section - property only 5.00 “
Trunk water or sewer system map 2.50 “
Specialty maps Based on staff rates, p. 25 “
Zoning or Comp Guide maps:
15 x 22 color 5.00 “
22 x 34 color 15.00 “
GIS Utility As-Built (1/2 section-digital format) 40.00 “
National Night Out map 25.00 “
Location Plan map 40.00 per page “
GIS existing map 25.00 “
Other digital data/mapping Based on staff rates, p. 25 “
2021 Fee Schedule
28
MISCELLANEOUS FEES/CHARGES (cont’d) Fee Acct Code
Land Use Study copy 50.00 xxxx.4231
Notary seal (non-City business):
All Seals 1.00 each
0201.4230
Patch - Eagan Historical Trail 1.00
Photocopies – B&W – up to 100 pages – (greater than 4 pages) 0.25 per page 0201.4230
Photocopies – B&W – in excess of 100 pages Allowable costs as calculated per State law 0201.4231
Photocopies – Color 1.00 per page 0201.4231
Plans and Specifications 60.00 minimum, varies
by contract
xxxx.4230
Research of City records (beyond readily Allowable costs as calculated per State law
available material) xxxx.4231
Parking restriction - sign bagging fee 50.00 (5 sign maximum) 2001.4691
25.00 per additional sign > 5 “
Street Closure 25.00 + deposit 2001.4691
Deposit 25.00 9001.2255
Returned check or ACH transfer fee 20.00 0501.4210
Fee schedule (greater than 4 pages) 0.25 per page 0501.4230
Invoicing charge 15% to max. of $10.00 0501.4228
Lodging tax 3% of gross receipts ECVB 9001.2210
(5% City admin fee) 0501.4247
Mailing labels 1.50 per label 0201.4230
Zoning letter 100.00 per parcel 0701.4242
2021 Fee Schedule
29
SUMMARY OF CONNECTION CHARGES
The following connection charges are provided for in the City Code. Some or all of them may be collected at the time of:
1) new development applications, 2) new connections to a utility system, 3) the issuance of building permits, and 4)
enforcement of agreements; as appropriate in each individual circumstance.
Fee Page
Sewer Availability Charge (SAC) 9 & 12
Sanitary Sewer Trunk Connection Charge (SCC) 12
Water Supply & Storage 9 & 12
Water Meter 9 & 15
Treatment Plant Charge 9 & 12
Plumbing Permits 10
Building Permits 9 & 11
Trunk Oversize Charges
Sanitary Sewer 12
Water Main 12
Storm sewer 12
Lateral Charges
Sanitary Sewer 12
Water Main 12
Storm Sewer 12
Sewer permit - new or repair of existing 14
Water permit - new or repair of existing 14
Agenda Information Memo
April 20, 2021, Eagan City Council Meeting
CONSENT AGENDA
N. Approve a resolution to accept a donation from Eagan Hockey Association
Action To Be Considered:
To approve a resolution to accept a donation from the Eagan Hockey Association.
Facts:
State Statute requires the Mayor and City Council to accept donations to the City
via a resolution.
The City has received the following donation:
o A 75” Samsung television and wall mount for the East Rink’s conference
room
Attachments: (1)
CM-1 Resolution
RESOLUTION NO. _______
CITY OF EAGAN
Accept a Donation from Eagan Hockey Association
WHERAS, the City of Eagan is generally authorized to accept donations of real and
personal property pursuant to Minnesota Statutes Section 465.03 for the benefits of its citizens,
and is specifically authorized to accept gifts; and
WHEREAS, the following entity has offered to contribute the following donation set
forth below to the City:
Name of Donor Donation
Eagan Hockey Association 75” Samsung TV and wall mount
WHEREAS, the donation has been contributed to the City for the benefit of its citizens,
as allowed by law; and
WHEREAS, the City Council finds that it is appropriate to accept the donation offered.
NOW, THEREFORE, BE IT RESOLVED that the City Council of Eagan, Dakota
County, Minnesota, hereby accepts the donation described above.
CITY OF EAGAN
CITY COUNCIL
By: _________________________
Its Mayor
Attest: _______________________
Its Clerk
Motion by:
Seconded by:
Those in favor:
Those against:
Date: April 20, 2021
CERTIFICATION
I, Cheryl L. Stevenson, Deputy Clerk of the City of Eagan, Dakota County, Minnesota,
do hereby certify that the foregoing resolution was duly passed and adopted by the City Council
of the City of Eagan, Dakota County, Minnesota, in a regular meeting thereof assembled this
20th day of April, 2021.
____________________________
Deputy City Clerk
Agenda Information Memo
April 20, 2021, Eagan City Council Meeting
PUBLIC HEARINGS
A. Variance – 1023 Wescott Court (William and Danielle Tetsell)
Action To Be Considered:
To approve (or direct preparation of Findings of Fact for Denial) of a Variance of 236 square feet
to the maximum 2,000 square foot coverage standard to allow the addition of a screen porch to
the single-family dwelling at 1023 Wescott Court, subject to the conditions listed in the staff
report.
Required Vote For Approval:
➢ Majority of Councilmembers present
Facts:
➢ The subject property contains a single-family home constructed in 2018. It is located
within the Willow Ridge development. R-1S zoning district bulk standards apply to the
lots in this development.
➢ The R-1S zoning district limits building coverage to a maximum of 20 percent of the lot
area or 2,000 square feet, whichever is less.
➢ The subject property is 14,062 square feet in area, and exceeds the 12,000 square foot
minimum lot size for R-1S zoning district.
➢ The applicant is proposing to construct a 150 square foot screen porch over the existing
deck. The proposed porch contributes to the total building coverage on the lot.
➢ Based on the submitted survey the size of the lot is 14,062 square feet, and the existing
building coverage is 2,086 square feet, a ratio of 14.8 percent of the lot area.
➢ The lot became legal non-conforming given the building coverage exceeds 2,000 square
feet when the R-1S ordinance was amended in March 2019. The ordinance amendment
was a response to City Council concerns over use of the R-1S ordinance for increased
density without other benefits to the City.
➢ The proposed 150 square foot porch results in a total building coverage of 2,236 square
feet, a ratio of 15.9 percent of the lot area.
➢ Other typical zoning standards such as required setbacks are satisfied.
➢ The applicant’s stated practical difficulty is that the future porch addition was planned
when they initially built the home, and the zoning ordinance was amended later.
➢ The 14,062 square foot lot is not substandard in size. The proposed porch addition
appears to be a reasonable use commonly enjoyed by many other single-family homes
and is otherwise consistent with R-1S zoning standards. The requested Variance appears
to be the minimum necessary, and the Variance does not appear to have a detrimental
effect on other properties or to the purposes of the Code.
Issues:
➢ None
Agency Action Deadline:
➢ May 16, 2021
Attachments: (3)
PHA-1 Location Map
PHA-2 Planning Report
PHA-3 Report Exhibits
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Project Name: 1023 Wescott CtRequest: VarianceFile N os.: 14-VA-03-03-21
Subject Site
PLANNING REPORT
CITY OF EAGAN
REPORT DATE: April 15, 2021 CASE: 14-VA-03-03-21
APPLICANT: William & Danielle Tetsell HEARING DATE: April 20, 2021
PROPERTY OWNER: William & Danielle Tetsell APPLICATION DATE: March 18, 2021
REQUEST: Variance PREPARED BY: Sarah Thomas
LOCATION: 1023 Wescott Court
COMPREHENSIVE PLAN: LD, Low Density
ZONING: R-1S, Residential Small Lot Single Family
SUMMARY OF REQUEST
The applicant is requesting approval of a 236 square foot Variance to the maximum 2,000
square foot building coverage to allow a 150 square foot porch addition to the single-family
home upon property located at 1023 Wescott Court, legally described as Lot 7, Block 1, Willow
Ridge at Wescott.
AUTHORITY FOR REVIEW
City Code Chapter 11, Section 11.50, Subdivision 3, B., 3, states that the city council may
approve, approve with conditions or deny a request for a variance. A variance will be denied
when it is not in harmony with the general purposes and intent of the zoning provisions of this
Code or when the variance is inconsistent with the comprehensive plan. Any condition imposed
upon the approved variance must be directly related to and must bear a rough proportionality
to the impact created by the variance. In considering all requests for a variance and whether
the applicant established that there are practical difficulties in complying with the provision(s)
of this chapter, the city council shall consider the following factors:
a. Exceptional or extraordinary circumstances apply to the property which do not apply
generally to other properties in the same zone or vicinity, and result from lot size or
shape, topography, or other circumstances over which the owner of property has no
control.
Planning Report – William & Danielle Tetsell
April 20, 2021
Page 2
b. The literal interpretation of the provisions of this Code would deprive the applicant
property use commonly enjoyed by other properties in the same district under the
provisions of this Code.
c. The exceptional or extraordinary circumstances do not result from the actions of the
applicant.
d. The granting of the variance requested will not confer on the applicant any special
privilege that is denied by this chapter to owners of other lands, structures or
buildings in the same district.
e. The variance requested is the minimum variance which would alleviate the practical
difficulties.
f. The variance would not be materially detrimental to the purposes of this Code, or to
other properties in the same zone.
g. The property for which the variance is requested is otherwise in compliance with the
City Code.
CODE REQUIREMENTS
City Code Section 11.60, Subd. 6E, allows a maximum of 20 percent building coverage or 2,000
square feet, whichever is less, on properties zoned “R-1S” Residential Small Lot Single Family
District.
BACKGROUND
The property was platted as part of the Willow Ridge development which is a 10-acre
residential single-family small lot (R-1S) subdivision approved in 2016 with the creation of 15
lots. The plat was recorded in 2018. All lots met, or exceeded, the R-1S standards at time of
approval.
After denying a request for R-1S zoning in April 2018, the City Council expressed concern that
the zoning category was being used primarily to add density without providing any
corresponding benefit to the City and directed staff and the Advisory Planning Commission to
consider revisions to the R-1S ordinance.
In March 2019, the City Council approved an amendment to the R-1S zoning ordinance
changing the bulk standards for that zoning district effective March 8, 2019. The City has
several existing developments with straight R-1S zoning (Willow Ridge, Tipperary, Lakeside of
Eagan, Manley Gun Club), and several developments with PD zoning that are based on R-1S
standards (Stonehaven, Dakota Path, Summerbrooke). Most of the homes in these
Planning Report – William & Danielle Tetsell
April 20, 2021
Page 3
developments were already built at time of the ordinance amendment, although a few vacant
lots remained.
The amendment impacted the lots with straight R-1S zoning (Willow Ridge, Tipperary, Lakeside
of Eagan, Manley Gun Club) in that after initial construction, all lots in these subdivisions were
subject to the new amended R-1S bulk standards for future additions and expansions. To the
extent that the lots initially built under R-1S zoning standards do not meet the new R-1S
standards, they are considered legal non-conforming.
R-1S Prior to March 8, 2019 R-1S Effective March 8, 2019
Lot Area 8,000 sq. ft. 8,000 sq. ft.
Lot Width 65 feet 65 feet
Setback From Public
Right-of-way
30 feet 30 feet
Side Yard Setback
(principal structure)
6 feet 10 feet
Side Yard Setback
(garage or accessory
structure)
5 feet 5 feet
Rear Yard Setback
(principal structure)
15 feet 15 feet
Rear Yard Setback
(accessory structure)
5 feet 5 feet
Structure Height (max.) 35 feet 35 feet
Building Coverage (max.) 25 percent 20 percent or 2000 sq. ft.,
whichever is less
All but three lots within the Willow Ridge development would meet the standard single family
(R-1) residential zoning minimum lot size standard of 12,000 square feet; however, the
developer requested a rezoning to R-1S which allows a smaller lot size and allowed reduced
setbacks. The lots range in size from 10,397 square feet (0.23 acres) to 71,966 square feet (1.65
acres). Standard R-1 zoning lots do not have a cap of 2,000 square foot building coverage as
does R-1S zoned properties.
Planning Report – William & Danielle Tetsell
April 20, 2021
Page 4
EXISTING CONDITIONS
The existing single-family home with attached garage was constructed in 2018. The existing
house and garage cover 2,086 square feet or 14.8 percent of the 14,062 square foot lot area.
The existing conditions are considered legal non-conforming as the building coverage exceeds
2,000 square feet.
The property is not within a Shoreland Overlay District; therefore, there has no maximum
impervious surface coverage .
EVALUATION OF REQUEST
Proposal – The applicant is proposing to construct a 150 square foot screened porch over the
existing deck. The porch increases the building coverage. While the deck is a structure, it is not
considered a “building” because it does not have a roof or walls and does not contribute to
building coverage.
The 150 square foot porch addition would result in the building coverage to further exceed the
maximum of 2,000 square feet from the existing 86 square foot overage to an overage of 236
square feet. The applicant is requesting approval of a Variance to allow the porch addition.
City Code Standards – The R-1S Zoning District limits building coverage to 20 percent or 2,000
square feet, whichever is less. According to the submitted survey, the lot area is 14,062 square
feet or 0.32 acres. Currently, the house and attached garage cover 2,086 square feet or 14.8
percent of the lot area. Twenty percent of the lot area would be 2,812 square feet. The
existing conditions exceed the allowable square footage by 86 square feet and the proposed
porch addition exceeds the allowable amount by 236 square feet. The proposed addition
would result in building coverage of 15.9 percent.
Lot Area = 14,062 sq. ft. Area in Square Feet (sq. ft.) Percentage of Lot Area (%)
Existing Condition 2,086 14.8
R-1S Zoning (Allowable) 2,000 20.00
Proposed 2,236 15.9
Amount of Variance 236 conforms
Variance Criteria – The Zoning Ordinance states that relief may be granted from a required
ordinance provision provided there are special conditions that apply to the subject land, the
relief is not contrary to the Zoning Ordinance and Comprehensive Guide Plan, and it is
necessary for reasonable use and to alleviate a practical difficulty. Practical difficulties “means
that the applicant proposes to use the property in a reasonable manner not permitted by the
zoning provisions of the City Code.” Also, “economic considerations alone do not constitute
practical difficulties.”
Planning Report – William & Danielle Tetsell
April 20, 2021
Page 5
Evaluation – The relief sought by the applicant does not appear to be contrary to the
Comprehensive Guide Plan. The Zoning Ordinance does permit consideration of a Variance,
and a practical difficulty is required to support the Variance request.
The 14,062 square foot lot size exceeds the R-1S minimum lot size of 8,000 square feet. The lot
is conforming in size and dimensions. The existing improvements on the property also conform
to R-1S zoning standards. The proposed porch addition satisfies setback requirements and
otherwise conforms to zoning standards.
Building coverage is a function of the lot size intended to regulate bulk and mass. Thus, while
all lots in the same zoning district are allowed the same percentage of building coverage, larger
lots can accommodate a larger building size, while smaller lots reach the maximum coverage
percentage with a smaller building area. Given the R-1S zoning, there is also the cap of 2,000
square feet which is applicable to this request.
This lot is larger than the R-1S minimum of 8,000 square feet, and building coverage is not
unduly limited because of a substandard lot size. While the proposed addition is well within the
allowed 20 percent building coverage, the maximum 2,000 square foot building coverage as
applied to this lot prevents the addition of a porch, whereas other lots in the same zoning
district may be allowed a screen porch, thus strict application of the ordinance deprives the
applicant of the same use. Had the maximum 2,000 square foot building coverage been in
place at time of initial construction, the applicant may have redesigned the initial layout and
included the screen porch at that time.
The property currently contains a reasonable use (e.g. single-family home and garage) that
conformed to zoning standards at time of construction; however, when the R-1S zoning
amendment was approved, the property became legal non-conforming. The practical difficulty
appears to be self-created by the proposal to add a porch. This home was newly constructed in
2018 and the future porch addition was not shown on the plans at that time. The requested
Variance is the minimum amount necessary to accommodate the porch at the size the applicant
is proposing.
The Variance does not appear to have a detrimental effect on other properties; however, it
does afford a larger footprint than other lots in the same zoning district. Approval of the
Variance would allow the applicant a greater footprint of building coverage, however, the
Variance does not appear to confer a special privilege since the proposed porch is a reasonable
use that is a feature common to many single-family homes, and otherwise complies with
applicable zoning standards.
Planning Report – William & Danielle Tetsell
April 20, 2021
Page 6
APPLICANT’S PRACTICAL DIFFICULTIES
The applicant submitted a narrative explaining the Variance request. The narrative indicates
when they purchased this home, they had plans of the future porch addition so “that our family
can enjoy the deck without the hassles of mosquitos and to also have a shaded place to enjoy
our backyard. Our youngest daughter has significant reactions to bug bites.” and “Rather than
have the builder add the screened porch, we chose to wait and determine what we wanted to
do with our yard and get inspiration and ideas from our neighboring houses, both of which
include screened-in porches.”
The applicant states the R-1S requirement is “a surprise to us since all of the houses in our
neighborhood are over the footprint that the R-1S zoning regulations included.” and “If the
zoning changes weren’t made, this percentage of building coverage would be well below the
original R-1S zoning regulations of 25% and the R-1 zoning regulations in the similarly
surrounding neighborhoods.”
SUMMARY/CONCLUSION
The applicant is requesting approval of a Variance to allow construction of a 150 square foot
porch addition over the existing deck on the single-family home. The porch addition exceeds
the maximum allowable building coverage by 236 square feet, and results in a Variance request
to exceed the R-1S maximum square footage of 2,000 square feet.
The applicant is requesting relief from the City Code standards limiting building coverage to a
maximum of 2,000 square feet. The existing conditions currently do not conform to R-1S
zoning standards as the existing building coverage is 2,086 square feet. The lot is considered
legal non-conforming. The Variance would allow construction of a screen porch and increase
the building coverage ratio from 14.8 percent to 15.9 percent of the lot area, which is within
the 20 percent allowed. While the demonstration of a practical difficulty appears weak, the
proposed porch does satisfy other applicable zoning standards, the Variance is the minimum
necessary to accommodate the porch addition, and the request appears to be a reasonable use
typically afforded other single-family lots.
ACTION TO BE CONSIDERED
To approve a 236 square foot Variance to the maximum 2,000 square foot building coverage to
allow for a porch addition to the single-family home upon property located at 1023 Wescott
Court.
Planning Report – William & Danielle Tetsell
April 20, 2021
Page 7
If approved, the following conditions shall apply:
1. If within one year after approval, the variance shall not have been completed or utilized, it
shall become null and void unless a petition for extension has been granted by the council.
Such extension shall be requested in writing at least 30 days before expiration and shall
state facts showing a good faith attempt to complete or utilize the use permitted in the
variance.
2. A Building Permit shall be required prior to construction of the addition.
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Project Name: 1023 Wescott CtRequest: VarianceFile N os.: 14-VA-03-03-21
Subject Site
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Aerial photo-Spring 2019
Project Name: 1023 Wescott CtRequest: VarianceFile No.: 14-VA-03-03-21
CO.RD.43LexingtonAvenueCO. RD. 43 Lexington AvenueB r ia r C r e e k R o a d Greensboro DriveCardinal Way
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Project Name: 1023 Wescott CtRequest: VarianceFile No.: 14-VA-03-03-21
Members of the Eagan City Council,
We are writing to you in hopes of your consideration and support of our variance application for our
property located at 1023 Wescott Court. Our application variance is requesting permission to build a
screened porch over our existing deck, which constitutes approximately 149.5 sq/ft.
We moved to this house after living on Denmark Avenue in Eagan for nearly ten years. We had never
intended on moving, but this house in this location was an opportunity that we couldn’t resist. We
desired a screened-in porch so that our family can enjoy the deck without the hassles of mosquitos and
to also have a shaded place to enjoy our backyard. Our youngest daughter has significant reactions to
bug bites that have led to her being sent home from school on occasion (eyes swollen partially shut,
bites blistering and draining, etc.) not to mention the incessant itching and sleeplessness that she has to
endure.
Rather than have the builder add the screened porch, we chose to wait and determine what we wanted
to do with our yard and get inspiration and ideas from our neighboring houses, both of which include
screened-in porches.
As we were looking into the feasibility and trying to find a contractor to work with us, we were informed
that a zoning rule was passed in the same month that we moved into the house that limited the building
size. This was a surprise to us since all of the houses in our neighborhood are over the footprint that the
R1S zoning regulations included. We understand that zoning changes can be years in the making and it
seems that this neighborhood did not end up falling within the intended objective of the zoning changes
that were eventually made.
Our plans would change our current lot coverage from approximately 15% to approximately 16% of our
14,063 sq/ft lot. If the zoning changes weren’t made, this percentage of building coverage would be well
below the original R1S zoning regulations of 25% and the R-1 zoning regulations in the similarly
surrounding neighborhoods.
Thank you for your time and your consideration of our application. We truly enjoy living in Eagan and
raising our daughters here.
Kind Regards,
The Tetsells
Agenda Information Memo
April 20, 2021, Eagan City Council Meeting
NEW BUSINESS
A. Approve the Amendment to Preliminary Planned Development Agreement, First
Amendment to the Master Sign Agreement, Amended and Restated Open Space and
Trail Plan, the Amendment to Tree Preservation Plan Agreement, and the Special Event
Use Agreement for Viking Lakes.
Actions To Be Considered:
1. Approve Amendment to Preliminary Planned Development Agreement
2. Approve First Amendment to the Master Sign Agreement
3. Approve Amended and Restated Open Space and Trail Plan
4. Approve Amendment to Tree Preservation Plan Agreement
5. Approve Special Event Use Agreement
Facts:
The City approved a Preliminary Planned Development Agreement, Master Sign
Agreement, Open Space and Trail Plan, and Tree Preservation Agreement for Viking
Lakes on October 18, 2016.
In the years since the initial approval, the Minnesota Vikings headquarters and practice
facilities; Twin Cities Orthopedics; the Training Haus, Vikings Museum and Team Store;
Viking Lakes Innovation Center; and the Omni Viking Lakes Hotel have been completed.
The construction of the first residential phase including 261 multifamily units and a
22,000 square foot fitness center and clubhouse is underway and is scheduled to be
completed in late summer 2021.
The Preliminary Development Conceptual Plan and related agreements were intended
to be flexible and to allow development to move forward without amendments in each
phase.
At the approximate midpoint of Viking Lakes development, however, variations
between the approved Preliminary Development Conceptual Plan and actual and
planned development justify amendments to several agreements.
1. Amendment to Preliminary Planned Development Agreement
The Preliminary Planned Development Agreement Amendment updates and replaces certain
exhibits to the Planned Development Agreement.
Legal Descriptions
Preliminary Development Conceptual Plan
Signage Plan
Design Guidelines
Legal Descriptions
The Preliminary Planned Development Agreement Amendment now applies only to the
undeveloped property and it includes the following:
Outlot A, Viking Lakes
Lot 7, Block 1, Viking Lakes 2nd Addition
Outlot A, Viking Lakes 3rd Addition
Lot 2, Block 1, Viking Lakes 4th Addition
Lot 4, Block 1, Viking Lakes 4th Addition
Lot 5, Block 1, Viking Lakes 4th Addition
Outlot A, Viking Lakes 4th Addition
Outlot B, Viking Lakes 4th Addition
Preliminary Development Conceptual Plan
The Preliminary Development Conceptual Plan is revised as follows:
District boundaries have changed.
Medium-density residential has been eliminated.
Residential development north of Vikings Parkway has been eliminated.
Except for the fitness center, clubhouse, and small retail area north of the residential
area, commercial development has been eliminated south of Vikings Parkway.
In the northwest quadrant, a potential hotel has been eliminated and other
commercial development has been expanded.
Signage Plan
The Signage Plan has been revised to be consistent with the updated Preliminary
Development Conceptual Plan.
City staff has worked with the developer to locate wayfinding and directional
signage at appropriate locations.
The revised Signage Plan is reflected in the First Amendment to Master Sign
Agreement which will be considered for approval under a separate action item.
Design Guidelines
The 2016 Design Guidelines were approved as an exhibit to the Planned
Development Agreement. The Design Guidelines establish a development
framework for Land Use, Architecture, Green Infrastructure, Public Realm, Streets
and Roadways, Lighting, and Signage.
The developer has submitted, and City staff have reviewed, the revised 2021 Design
Guidelines. The developer has been responsive to staff suggestions on edits to the
2021 Design Guidelines where the developer’s suggested revisions changed the
original intent of the Guidelines. Two changes in the 2021 Design Guidelines
substantially differ from the 2016 Design Guidelines – residential development and
sustainability. The changes related to Public and Public/Private Open Space have
been resolved after numerous meetings between City Staff and the Developer, and
are described in greater detail later in this memo and memorialized in the
agreements.
o Residential development. The 2021 Design Guidelines remove all medium-
density residential and mixed residential/commercial development. The
2021 Guidelines clarify that all residential development will be high-density,
rental housing similar to what was approved in 2019 and is currently under
construction. The Alternative Urban Areawide Review (AUAR) limits
residential development to 945 units. Details regarding architectural
differentiation of residential buildings have been removed from the 2021
Design Guidelines.
o Sustainability. The 2016 Design Guidelines promoted use of sustainability
innovations including renewable energy, permeable paving, underground
stormwater detention chambers, and rainwater harvesting for irrigation.
Development thus far has included few of these sustainability features, and
the developer has indicated that it intends to use traditional development
practices due to financial concerns. Several references to sustainability
features have been removed in the 2021 Guidelines.
o Public and Public/Private Open Space. The amount of public park and open
space has decreased from 20.69 acres to 16.15 acres (22% reduction).
Public open space areas have been eliminated, reduced, and/or are
being used for stormwater retention ponds.
An infiltration basin was constructed on the site of the future public
park in the southeast corner of Viking Lakes. The infiltration basin
was not contemplated at the time of the 2016 approvals. Park
development on the future public park site will be limited to trails and
a pocket park. The developer has agreed to construct the trail in the
future public park to City specifications as described in greater detail
below.
To compensate for decreased public open space, the developer has
agreed to designate the plaza area south of the stadium as a
public/private space. Public/private open space has increased from
18.71 acres to 23.56 acres (26% increase) following the designation of
the plaza area as public/private space.
The developer has agreed to allow City use of the plaza space without
a rental fee for up to four days per year for 20 years. The City will
remain responsible for operational fees for the public use days.
Terms of the Special Event Use Agreement are described in greater
detail below.
2. First Amendment to Master Sign Agreement
The Master Sign Agreement has been amended to reflect an updated Master Sign Plan.
3. Amended and Restated Open Space and Trail Plan
The City will release the previous Open Space and Trail Plan because the approved Final
Planned Development Agreements show trails and open space. Public easements for
constructed trails have been granted to the City and recorded.
The Amended and Restated Open Space and Trail Plan applies only to undeveloped land.
The amended Plan has been updated to reflect current development status and plans
for open space and trails in each district.
Development of the open spaces and trails described in the amended Plan satisfies the
City’s parkland and/or trail dedication requirements.
Land designated for Public open space will be dedicated for public use by plat or
easement grant. Public open spaces will be maintained by the City of Eagan, at the
City’s cost, and in accordance with the City’s maintenance standards.
Land designated for Public/Private open space is available for public use, but will be
managed and maintained by the Developer, an owner/occupant, or an association of
owners/occupants. The Developer, owner, or association may impose rules and
regulations governing the manner and hours of use of Public/Private open spaces.
The amended Plan depicts a combined total of approximately 39 acres of Public and
Public/Private open space, 10,000 linear feet of trails, 1,200 linear feet of plaza network,
and 24,000 linear feet of sidewalks.
The Developer will dedicate the 11-acre public park parcel in the southeast corner of the
site no later than June 30, 2021. Prior to the dedication, the Developer will construct at
its cost a 10-foot-wide paved trail through the parcel to be dedicated. The Developer
has no obligation to construct park amenities such as lighting, signage, benches, or
landscaping on the parcel to be dedicated.
The Developer acknowledges that open spaces and trails are critical project components
and a necessary project amenity for residents, tenants, and guests. If during the process
of future development, open spaces and trails are proposed that are materially different
than what is indicated in the amended Plan, the Developer will be required to have a
revised Open Space and Trail Plan approved by the City.
4. Amendment to Tree Preservation Plan Agreement
The developer has exceeded the tree removal allowance of 47.5 percent (1,734 trees).
A total of 2,867 trees have been removed.
The developer may meet tree mitigation requirements by installing 2,522 Category B
trees, 1,261 Category A trees, or by making a cash payment.
The developer has chosen to install mostly Category A trees. Because of the lower
survival rate of larger trees, planting protocols for Class A trees are included in the Tree
Mitigation Plan.
The City will release financial security for tree mitigation on a pro rata basis as phases
are completed, but not prior to at least one year following tree installation to ensure
that trees have survived a growing season.
5. Special Event Use Agreement
The City may use the Plaza or Legends Crossing area without payment of a rental fee for
up to four event days per calendar year. Three of the event days may be held between
May 1 and October 31. Unused event days may not be carried over from year to year.
The event may include reasonable set-up and take-down before and after the event
provided that it does not interfere with other scheduled events or business uses.
While the City will not be charged the normal rental fee, the City will be invoiced for
event costs such as catering services, security, janitorial, trash removal, equipment,
snow removal, and parking.
Combined use of the Plaza and Legends Crossing for a single event may be subject to a
rental fee.
The City may designate one or more of its event days for an event organized or
sponsored in collaboration with a third party such as the Eagan Art Festival.
The City may recover its event costs through fees charged to third party promoters,
vendors, or attendees.
The developer has the right to approve or disapprove any event.
All scheduling of City events is subject to the developer’s schedule holds (i.e., waiting for
confirmation on another event) and blackout periods (i.e., training camp). All scheduled
events are subject to rescheduling based upon changes to the schedule of the National
Football League.
The term of the agreement is July 1, 2021 through June 30, 2040. The agreement will
automatically terminate if the developer dedicates and the City accepts an additional
three acres of suitable public open space within, adjacent, or proximate to the Viking
Lakes development.
Attachments: (9)
NBA-1 Location Map
NBA-2 Map of Undeveloped Parcels
NBA-3 Preliminary Development Conceptual Plan
NBA-4 Amendment to Preliminary Planned Development Agreement
NBA-5 March 2021 Design Guidelines (via link)
https://cityofeagan.com/images/CommunityDevelopment/Planning/2021.4.5VIKINGLAKESDESI
GNGUIDELINES.pdf
NBA-6 First Amendment to Master Sign Agreement
NBA-7 Amended and Restated Open Space and Trail Plan
NBA-8 Amendment to Tree Preservation Plan Agreement
NBA-9 Special Event Use Agreement
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Viking Lakes, Outlot AViking Lakes, Outlot A
Viking Lakes 3rd, Viking Lakes 3rd, Outlot AOutlot A
Viking Lakes 4th, Viking Lakes 4th, Outlot AOutlot A
Viking Lakes 4th, Viking Lakes 4th, Lot 5, Block 1Lot 5, Block 1
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Viking Lakes 2nd, Lot 1, Block 1
Viking Lakes 2nd, Lot 2, Block 1
Viking Lakes 2nd, Lot 3, Block 1
Viking Lakes 2nd, Lot 4, Block 1 Viking Lakes 2nd, Lot 5, Block 1
Viking Lakes 2nd, Lot 6, Block 1
Viking Lakes 3rd, Viking Lakes 3rd, Lot 1, Block 1Lot 1, Block 1
Viking Lakes 3rd, Viking Lakes 3rd, Lot 2, Block 1Lot 2, Block 1
Viking Lakes-Parcels Included in AmendedPreliminary Planned Development ´
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8|Land Use DistrictsViking Lakes Development Guidelines | March 2021
AMENDMENT TO PRELIMINARY PLANNED DEVELOPMENT AGREEMENT
This Amendment to Preliminary Planned Development Agreement (“Agreement”) is made
and entered into this ___ day of April, 2021, by and between City of Eagan, a Minnesota municipal
corporation (hereinafter the “City”), and MV Ventures Properties, LLC, a Delaware limited
liability company, f/k/a MV Eagan Ventures, LLC; Sheldon Road Associates, L.L.C., a New
Jersey limited liability company; M Land, LLC, a Delaware limited liability company; and Eagan
V Land, LLC, a Delaware limited liability company, a Delaware limited liability company
(hereinafter collectively the “Developer”). The City and Developer are hereinafter collectively
known as the “Parties” and each is a “Party.”
RECITALS
WHEREAS, the Parties entered into that certain Preliminary Planned Development
Agreement dated October 18, 2016 and recorded with the Dakota County Recorder’s Office as
Document No. 3168366, as the same has been amended and as may be further amended
(hereinafter the “Preliminary Agreement”); and
WHEREAS, in accordance with Section 13 of the Preliminary Agreement, final development
plans for certain parcels of the subject real property have been approved by the City and are governed
by separate Final Planned Development Agreements; and
2
WHEREAS, the Parties are desirous of amending the Preliminary Agreement to update and
replace certain exhibits.
NOW, THEREFORE, in consideration of the foregoing recitals which are hereby
incorporated as if fully set forth below and other good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, the Parties agree as follows:
1. LEGAL DESCRIPTION OF REMAINING PROPERTY SUBJECT TO THE PRELIMINARY
AGREEMENT. The following parcels of real property (hereinafter the “Property”)
remain subject to the Preliminary Agreement:
Outlot A, Viking Lakes
Lot 7, Block 1, Viking Lakes 2nd Addition
Outlot A, Viking Lakes 3rd Addition
Lot 2, Block 1, Viking Lakes 4th Addition
Lot 4, Block 1, Viking Lakes 4th Addition
Lot 5, Block 1, Viking Lakes 4th Addition
Outlot A, Viking Lakes 4th Addition
Outlot B, Viking Lakes 4th Addition
2. PRELIMINARY DEVELOPMENT CONCEPTUAL PLAN. The Preliminary Development
Plan attached hereto as Exhibit “1” shall now control development of the Property
and shall serve as a substitute to Exhibit “B” of the Preliminary Agreement.
3. SIGNAGE PLAN. The Preliminary Signage Plan attached hereto as Exhibit “2” shall
now control development of the Property and shall serve as a substitute to
Exhibit “D” of the Preliminary Agreement.
4. AMENDMENT OF CONDITIONS. Condition No. 6 of Exhibit “C” (Development
Conditions of Approval) of the Preliminary Agreement shall be amended to read as
follows:
The revised MV Northeast Eagan Development Design Guidelines
(the “Guidelines”), dated March 2021, and received on
April 20, 2021, are adopted by reference to establish the
development framework for Land Use, Architecture, Green
infrastructure, Public Realm, Street and Roadways, Lighting and
Signage. To the extent of any inconsistency between the Guidelines
and the Conditions herein, the Conditions shall control.
4. NO FURTHER AMENDMENT. Except as amended herein, all other terms of the
Preliminary Agreement remain in full force and effect.
3
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date
and year first above written.
(Signature pages to follow)
4
Amendment to Final Planned Development Agreement
Signature Page of City
City of Eagan,
a Minnesota municipal corporation
By: _____________________________
Mike Maguire
Its: Mayor
By: _____________________________
Cheryl Stevenson
Its: Deputy Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
_______________________________ ____________________________________
City Attorney City Planner
STATE OF MINNESOTA )
) ss
COUNTY OF DAKOTA )
On this ____ day of ________________ , 2021 before me a Notary Public within and for
said County personally appeared Mike Maguire and Cheryl Stevenson to me personally known,
who being each by me duly sworn, each did say that they are respectively the Mayor and Deputy
Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal
affixed in behalf of said municipality by authority of its City Council and said Mayor and Deputy
Clerk acknowledged said instrument to be the free act and deed of said municipality.
____________________________________
Notary Public
5
Preliminary Planned Development Agreement
Signature Page for the Developer
MV Ventures Properties, LLC,
a Delaware limited liability company,
f/k/a MV Eagan Ventures, LLC
By: _______________________________
Its: ____________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ____________ day of
__________________, 2021, by _________________________________________________,
the ___________________ of MV Ventures Properties, LLC, a Delaware limited liability
company, f/k/a MV Eagan Ventures, LLC, on behalf of the limited liability company.
___________________________________
Notary Public
6
Preliminary Planned Development Agreement
Signature Page for the Developer
Sheldon Road Associates, L.L.C.,
a New Jersey limited liability company
By: _______________________________
Its: ____________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this __________ day of
__________________, 2021, by __________________________________, the
___________________ of Sheldon Road Associates, L.L.C., a New Jersey limited liability
company, on behalf of the limited liability company.
___________________________________
Notary Public
7
Preliminary Planned Development Agreement
Signature Page for the Developer
M Land, LLC,
a Delaware limited liability company
By: _______________________________
Its: ____________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this __________ day of
__________________, 2021, by __________________________________, the
___________________ of M Land, LLC, a Delaware limited liability company, on behalf of the
limited liability company.
___________________________________
Notary Public
8
Preliminary Planned Development Agreement
Signature Page for the Developer
Eagan V Land, LLC,
a Delaware limited liability company
By: _______________________________
Its: Secretary
STATE OF NEW YORK )
) ss
COUNTY OF ROCKLAND )
The foregoing instrument was acknowledged before me this 26th day of March, 2021, by
Michael Dinowitz, the Secretary of Eagan V Land, LLC, a Delaware limited liability company, on
behalf of the limited liability company.
___________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
Dougherty, Molenda, Solfest, Hills & Bauer P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, MN 55124
(952) 953-8840
(RBB)
EXHIBIT 1
Preliminary Development Plan
(A full size copy of the Preliminary Development Plan is on file with the City)
EXHIBIT 2
Preliminary Signage Plan
(A full size copy of the Preliminary Signage Plan is on file with the City)
FIRST AMENDMENT TO MASTER SIGN AGREEMENT
This First Amendment to Master Sign Agreement (“Agreement”) is made and entered into
this ___ day of April, 2021, by and between City of Eagan, a Minnesota municipal corporation
(hereinafter the “City”), and MV Ventures Properties, LLC, a Delaware limited liability company,
f/k/a MV Eagan Ventures, LLC; Sheldon Road Associates, L.L.C., a New Jersey limited liability
company; M Land, LLC, a Delaware limited liability company; and Eagan V Land, LLC, a
Delaware limited liability company (hereinafter collectively the “Owners”). The City and
Developer are hereinafter collectively known as the "Parties" and each is a “Party.”
RECITALS
WHEREAS, the Parties entered into that certain Master Sign Agreement dated October 18,
2016 and recorded with the Dakota County Recorder’s Office as Document No. 3169659 (hereinafter
the “Original Sign Agreement”); and
WHEREAS, the Parties are desirous of amending the Original Sign Agreement to reflect a
new Master Sign Plan for the following property:
Outlot A, Viking Lakes
Lot 7, Block 1, Viking Lakes 2nd Addition
Outlot A, Viking Lakes 3rd Addition
Lot 2, Block 1, Viking Lakes 4th Addition
Lot 4, Block 1, Viking Lakes 4th Addition
Lot 5, Block 1, Viking Lakes 4th Addition
Outlot A, Viking Lakes 4th Addition
Outlot B, Viking Lakes 4th Addition
2
NOW, THEREFORE, in consideration of the foregoing recitals which are hereby
incorporated as if fully set forth below and other good and valuable consideration, the receipt and
sufficiency of which is hereby acknowledged, the Parties agree as follows:
1. UPDATED MASTER SIGN PLAN. The Master Sign Plan attached hereto as
Exhibit “A” is hereby approved in all respects and shall replace the Master
Sign Plan contained in the Original Sign Agreement.
4. NO FURTHER AMENDMENTS. Except as amended herein, all other terms of
the Preliminary Agreement remain in full force and effect.
IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the date
and year first above written.
(Signature pages to follow)
3
First Amendment to Master Sign Agreement
Signature Page of City
City of Eagan,
a Minnesota municipal corporation
By: _____________________________
Mike Maguire
Its: Mayor
By: _____________________________
Cheryl Stevenson
Its: Deputy Clerk
APPROVED AS TO FORM: APPROVED AS TO CONTENT:
_______________________________ ____________________________________
City Attorney City Planner
STATE OF MINNESOTA )
) ss
COUNTY OF DAKOTA )
On this _____ day of ________________ , 2021 before me a Notary Public within and for
said County personally appeared Mike Maguire and Cheryl Stevenson to me personally known,
who being each by me duly sworn, each did say that they are respectively the Mayor and Deputy
Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal
affixed in behalf of said municipality by authority of its City Council and said Mayor and Deputy
Clerk acknowledged said instrument to be the free act and deed of said municipality.
____________________________________
Notary Public
4
First Amendment to Master Sign Agreement
Signature Page for the Developer
MV Ventures Properties, LLC,
a Delaware limited liability company,
f/k/a MV Eagan Ventures, LLC
By: _______________________________
Its: ____________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ____________ day of
__________________, 2021, by _________________________________________________,
the ___________________ of MV Ventures Properties, LLC, a Delaware limited liability
company, f/k/a MV Eagan Ventures, LLC, on behalf of the limited liability company.
___________________________________
Notary Public
5
First Amendment to Master Sign Agreement
Signature Page for the Developer
Sheldon Road Associates, L.L.C.,
a New Jersey limited liability company
By: _______________________________
Its: ____________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this __________ day of
__________________, 2021, by __________________________________, the
___________________ of Sheldon Road Associates, L.L.C., a New Jersey limited liability
company, on behalf of the limited liability company.
___________________________________
Notary Public
6
First Amendment to Master Sign Agreement
Signature Page for the Developer
M Land, LLC,
a Delaware limited liability company
By: _______________________________
Its: ____________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this __________ day of
__________________, 2021, by __________________________________, the
___________________ of M Land, LLC, a Delaware limited liability company, on behalf of the
limited liability company.
___________________________________
Notary Public
7
First Amendment to Master Sign Agreement
Signature Page for the Developer
Eagan V Land, LLC,
a Delaware limited liability company
By: _______________________________
Its: Secretary
STATE OF NEW YORK )
) ss
COUNTY OF ROCKLAND )
The foregoing instrument was acknowledged before me this 26th day of March, 2021, by
Michael Dinowitz, the Secretary of Eagan V Land, LLC, a Delaware limited liability company, on
behalf of the limited liability company.
___________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
Dougherty, Molenda, Solfest, Hills & Bauer P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, MN 55124
(952) 953-8840
(RBB)
EXHIBIT A
Master Sign Plan
(A full size copy of the Master Sign Plan is on file with the City)
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 1 of 25
VIKING LAKES
AMENDED AND RESTATED OPEN SPACE
AND TRAIL PLAN
April 15, 2021
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 2 of 25
I. Introduction
A. Project Site
The approximately 200-acre Viking Lakes Project property, formerly home to Northwest/Delta
Airlines and Living Well Disability Services, is now the home of the Twin Cities Orthopedics
Performance Center, office, medical office, entertainment and hospitality campus among other
uses currently under development or to be developed in future phases. Please see the Updated
Master Plan for the Project attached as EXHIBIT “A” for reference.
B. Project Master Plan and Current Status
MV Ventures Properties, LLC and its affiliated entities (“Developer”) are developing the Project.
The Project is governed by a Preliminary Planned Development Agreement with the City of Eagan
dated October 18, 2016, recorded on December 21, 2016, as Document No. 3168366, as the same
has been and will continue to be amended from time to time (“PD Agreement”). The original
PD Agreement governed a Project Master Plan as described in and attached to the original
PD Agreement. Developer is now adopting this Amended and Restated Open Space and Trail Plan
to conform it with Developer’s current and revised Project Master Plan attached as EXHIBIT “A”
(“Updated Master Plan”) and the corresponding amendment to the original PD Agreement.
This Amended and Restated Open Space and Trail Plan hereby entirely supersedes and replaces
Developer’s Open Space and Trail Plan dated October 18, 2016, and recorded against certain real
property by that certain Declaration Regarding Open Space and Trail Plan dated October 18, 2016,
and recorded on March 6, 2017, as Document No. 3181127 in the Office of the County Recorder
for Dakota County, Minnesota.
As of the date of this Amended and Restated Open Space and Trail Plan, the status of the Project
is as follows:
• District 1 (formerly District 3): District 1 consists of the Minnesota Vikings Headquarters
and Training Facility, commonly known as the “Twin Cities Orthopedics Performance
Center,” the Plaza and Legends Crossing. District 1 is complete.
• District 2 (formerly District 3A): District 2 is a medical office/office development.
Buildings A, B and C are complete, and Building D is a future office or medical office
phase.
• District 3 (formerly District 4): This District is the hospitality and
office/commercial/entertainment/recreation hub of the Project. Building A, the Omni
Viking Lakes Hotel, is complete. Buildings B – H are future phases of the Project.
• District 4 (formerly Districts 5 & 6): District 4 is intended to be developed for multifamily
residential with associated amenities, as well as limited commercial uses. Developer has
received final development approvals from the City for Buildings B, C and I and
commenced construction of these buildings in the Spring of 2020. The remaining
Buildings A and D-H within District 4 are future phases.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 3 of 25
• District 5 (formerly Districts 1 & 2): This District is intended to be developed for office
and commercial purposes. District 5 is a future phase of the Project.
• District 6 (formerly District 7): This District will be public open spaces. Developer will
dedicate Outlot B, Viking Lakes 4th Addition within District 6 to the City for public park
purposes on or before June 30, 2021.
C. Purpose of Plan
Developer introduced the open space and trail concepts giving rise to this Amended and Restated
Open Space and Trail Plan in its “Northeast Eagan Development Project Narrative Supporting
Preliminary Planned Development and Subdivision Applications” dated March 16, 2016, and its
“Viking Lakes Development Supplemental Project Narrative Regarding Vikings Parkway
Relocation dated August 31, 2016. In these Narratives, submitted in connection with its
preliminary approvals for the Project, Developer describes its intentions with respect to creating
open spaces and trails for the Project. These intentions are expressed in greater detail, and
formalized, in this Amended and Restated Open Space and Trail Plan for the Project. Developer
is creating the open spaces and trails described in this Plan in satisfaction of the City’s parkland
and/or trail dedication requirements.
This Amended and Restated Open Space and Trail Plan:
• Describes Developer’s intent with respect to preserving open spaces within the
Project and connecting the open spaces with a trail network and sidewalks.
• Identifies the open spaces and trails within each Project District and describes the
intended character and proposed design of these spaces and trails.
• Identifies open space and trail areas that will be privately owned, managed and
maintained and those that will be publicly owned, managed and maintained.
• Provides management recommendations for open space areas that will be
maintained primarily as native natural areas.
II. Project Open Spaces and Trails — General Considerations
A. Intent
The Project’s open spaces within each Project District have or will have unique characteristics that
correspond with the design and function of the development within each District. The many
wetlands and ponds on the Project property present a unique design opportunity to connect the
Project’s preserved open spaces, wetlands, and ponds with a linear trail system. These trails will
permit the wetlands, ponds, and open spaces to be easily accessed by Project residents, tenants and
the general public. Project open spaces, existing and proposed, are depicted on the attached
EXHIBIT “B” (“Open Space Plan”), and the existing and proposed trail network is depicted on
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 4 of 25
the attached EXHIBIT “C” (“Trail Plan”) along with a network of sidewalks providing further
connectivity.
B. Distinction Between “Public” and “Public/Private” Open Spaces
and Trails
Public open spaces will be dedicated for public use by plat or easement grant. Public open spaces
will be maintained by the City of Eagan, at the City’s cost, and in accordance with the City’s
maintenance standards.
Public/Private open spaces are available for public use, but will be managed and maintained by
the Developer, an owner/occupant or an association of owners/occupants. The Developer,
owner/occupant or association may impose rules and regulations governing the manner and hours
of use of Public/Private open spaces. The Plaza and Legends Crossing within District 1 are
examples of Public/Private open spaces.
Private open spaces are not available for public use.
C. Flexibility
The public trails on the Trail Plan will be (i) at least 10 feet wide, (ii) improved with a paved
surface, (iii) dedicated or conveyed to the City for public use, and (iv) installed by Developer and
maintained by the City. Developer acknowledges that the City does not plow snow from publicly
maintained trails. If Developer (or an occupant or association) desires to plow snow from publicly
maintained trails or otherwise maintain such trails in a manner that exceeds City standards, it may
do so at its cost. Any private trails indicated on the Trail Plan will be (i) at least 10 feet wide, (ii)
improved with a paved surface, and (iii) installed and maintained by the developer.
As EXHIBITS “B” and “C” indicate, aggregate Public and Public/Private open spaces may total
approximately 39 acres and the trail network may total approximately 10,000 linear feet, as well
as additional 1,200 linear feet of plaza network and 24,000 linear feet of sidewalks. The actual
area of open spaces and length of trails depends on the actual design and construction of future
Project phases. Open spaces within future development phases and the locations of future
buildings within Project Districts may shift, depending on design and building/parking area size.
Therefore, the specific design, location and ultimate acreage of preserved open spaces and trail
length will require flexibility. Nevertheless, open spaces and trails are critical Project components
and a necessary Project amenity for residents, tenants and guests. If Developer proposes open
spaces and trails that are materially different than what is indicated in EXHIBITS “B” and “C”,
then Developer will be required to have a revised Open Space and Trail Plan approved by the City.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 5 of 25
III. Open Spaces and Trails by District
A. Districts 1, 2 and 3
DESIGNATION: Public/Private
District 1 is the headquarters and training facility for the Minnesota Vikings and is fully developed.
District 2 is a mixed-use medical office, office and commercial development. District 3 is the
recreation and commercial hub of the Project and includes an office component. Open space has
been, and will be, preserved around Wetlands “F” and “G” creating a greenway connection
between O’Neill Drive and Vikings Parkway as shown on EXHIBIT “B”.
As shown on the attached EXHIBIT “B”, Developer preserved open space around the wetlands
in Districts 1, 2 and 3 and to connect the open space to Vikings Parkway. EXHIBIT “C” depicts
the trail network and sidewalks that link these open spaces and connects to the trails and sidewalks
on the north side of Vikings Parkway. Legends Crossing connects District 3 to Districts 1 and 2.
Open space improvements include benches, planter boxes and/or other improvements that provide
these open areas a more urban feel that is consistent with development density in these Districts.
B. District 4
DESIGNATION: Public and Public/Private
As shown on the attached EXHIBITS “B” and “C” and in its development plans for Buildings B,
C and I, the Developer is preserving public open space around Wetland “J” and the basin at the
eastern edge of the District, as well as constructing additional trails and sidewalks through the
District to enhance connectivity between Lone Oak Parkway and Vikings Parkway. Public open
space improvements will include benches, planter boxes and/or other improvements that will give
these open areas a more urban feel that is consistent with the development density in this District.
As shown on the attached EXHIBIT “B”, Developer intends to have private amenity spaces
adjacent to the multifamily housing. These private amenity spaces and improvements will include
patios, pergolas, grill stations, benches, planter boxes and/or other improvements that will give
these open areas a feel that is consistent with multifamily development.
C. District 5
DESIGNATION: Public/Private
As shown on the attached EXHIBITS “B” and “C”, Developer intends to preserve open space
around Wetlands “A” and “C” to create a greenway between O’Neill Road and Vikings Parkway
and to construct sidewalks through the District to further enhance connectivity.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 6 of 25
D. District 6
DESIGNATION: Public
Developer will dedicate Outlot B, Viking Lakes 4th Addition, Dakota County, Minnesota within
District 6 to the City as public park space on or before June 30, 2021. This dedication will consist
of approximately 11 acres. Developer, at Developers cost, will construct a 10-foot wide paved
trail within Outlot B, Viking Lakes 4th Addition in substantial conformance with the alignment
depicted on EXHIBIT “G”, provided, however, that (i) the Developer shall have no obligation to
construct or install any utilities, lighting, signage, benches, landscaping, or other improvements of
any kind in connection with such paved trail, and (ii) the Developer shall have no obligation for
the mitigation, replacement, or payment of City fees for any trees removed in connection with the
construction of such paved trail in accordance with Eagan City Code § 11.70, subd. 13, or
otherwise. The City will be responsible to design and construct any additional improvements in
District 6. The City will also be responsible to maintain at its sole cost and expense any and all
improvements in District 6.
IV. Natural Area Management Recommendations
The proposed management of plantings in natural open space areas is described below. For
reference, native seed lists, methods and rates are provided in EXHIBIT “D”, management tasks
and timeline are provided in EXHIBIT “E”, and invasive plant controls (Best Management
Practices) are provided in EXHIBIT “F”.
Disturbed upland areas within the defined open space areas along trails will be seeded with a short
grass seed mix consisting of grasses and cover crops interspersed with native forbs. The short
grass mix was chosen because of the nature of the open space. The open space is linear with a trail
running throughout; therefore, a short grass mix will maximize visibility, integrating seating areas,
and pedestrian and bicycle movement. The larger areas of open space include stormwater features,
wetlands and ponds. Tree planting will also take place in these areas to improve the overall
character of the open space and help define the edge wetland buffers and the trail system.
The disturbed upland areas shall be seeded with MN 35-621 Dry Prairie South and West seed
mixture. These areas shall be mowed once every two weeks. This seeded area shall be 6 feet on
either side of the trail within a trail easement and mowed a minimum of 5 foot width from the edge
of the trail to provide a more open site line, provide a safe pull off area and keep the edge of the
trail well maintained.
Temporary watering is beneficial for the first two seasons to ensure good plant establishment.
After initial installation of the plant material, all planting should be watered to maintain proper
growth and establishment. In order to encourage the establishment of deep-rooted prairie species,
each watering should be thorough and provide the equivalent of one inch of rainfall. Frequent,
lighter waterings should be avoided as they encourage shallow-rooted weed species. The first-
year watering should take place on a semi-weekly basis throughout the growing season until the
first frost unless adequate rainfall occurs. Year two should include weekly watering in times of
lower levels of rainfall and semi-weekly in times of extremely dry weather or drought. In the third
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 7 of 25
year and beyond the infiltration basin and natural area should be well established and watering
needs will be recommended in times of little or no rainfall only.
Periodic weeding in the stormwater basins and natural areas is an important part of the maintenance
plan and should not be reduced from the recommended schedule. After installation, the basins
should be inspected on a monthly basis until the first frost of the season. Hand-pulling and spot
spraying with herbicide are the recommended methods of weed control. Weeding the stormwater
basins and natural areas should become a regular part of the maintenance.
Semi-annual inspection of the infiltration basins for sediment deposition and soil erosion should
also become part of the regular maintenance plan. Sediment removal within the basin will be
performed when the sediment is dry enough so that it is cracked and readily separates from the
basin floor. This will prevent smearing of the basin floor. If any area within the basins become
eroded or barren spots are visible, then the areas should be replanted immediately to prevent further
erosion and accumulation of sediment. The use of heavy machinery within the infiltration area is
to be avoided at all costs and should only be used beyond the basin perimeter. No heavy equipment
or vehicles should cross the basin at any time to prevent soil compaction.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 8 of 25
EXHIBIT “A”
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 9 of 25
EXHIBIT “B”
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 10 of 25
EXHIBIT “C”
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 11 of 25
EXHIBIT “D”
(Seed Mixtures)
Seed mix to be used in Trail Easement (6 feet on either side of trail) and in other areas where
high visibility is more of a concern.
35-621 Dry Prairie Southeast
Seeding Rate: 11 lb/Acre (86.2 Seeds/ft2)
Notes: Regional dry prairie reconstruction for wetland mitigation,
ecological restoration, or conservation program plantings.
SCIENTIFIC NAME COMMON NAME % of Mix Seeds/ft2 Rate/Acre
GRASSES:
Agropyron trachycaulum Slender Wheatgrass 10.73% 3 1.18 PLS lb
Bouteloua curtipendula Sideoats Grama 10.27% 2.5 1.13 PLS lb
Bouteloua gracilis Blue Grama 6.18% 10 0.68 PLS lb
Bromus kalmii Prairie Brome 2.82% 0.9 0.31 PLS lb
Elymus canadensis Canada Wild Rye 13.64% 2.9 1.5 PLS lb
Koeleria cristata June Grass 3.73% 30.1 0.41 PLS lb
Schizachyrium scoparium Little Bluestem 13.73% 8.3 1.51 PLS lb
Sporobolus cryptandrus Sand Dropseed 2.00% 16.2 0.22 PLS lb
Sporobolus heterolepsis Prairie Dropseed 2.36% 1.5 0.26 PLS lb
FORBS:
Asclepias tuberosa Butterfly Milkweed 0.55% 0.1 0.06 PLS lb
Asclepias verticillata Whorled Milkweed 0.09% 0 0.01 PLS lb
Aster azureus Sky Blue Aster 0.09% 0.3 0.01 PLS lb
Aster sericeus Silky Aster 0.18% 0.2 0.02 PLS lb
Coreopsis palmata Prairie Coreopsis 0.45% 0.2 0.05 PLS lb
Dalea candidum White Prairie Clover 0.82% 0.6 0.09 PLS lb
Dalea purpurea Purple Prairie Clover 1.36% 0.8 0.15 PLS lb
Heliopsis helianthoides Ox-eye Sunflower 0.55% 0.1 0.06 PLS lb
Lespedeza capitata Round-headed Bush
Clover 0.27% 0.1 0.03 PLS lb
Liatris aspera Button Blazingstar 0.18% 0.1 0.02 PLS lb
Liatris punctata Dotted Blazingstar 0.18% 0.1 0.02 PLS lb
Monarda fistulosa Wild Bergamot 0.27% 0.8 0.03 PLS lb
Monarda punctata Spotted Bee Balm 0.18% 0.7 0.02 PLS lb
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 12 of 25
Penstemon grandiflorus Large-flowered
Beardtongue 0.36% 0.2 0.04 PLS lb
Rudbeckia hirta Black-eyed Susan 0.82% 3 0.09 PLS lb
Solidago nemoralis Gray Goldenrod 0.09% 1.1 0.01 PLS lb
Solidago rigida Stiff Goldenrod 0.55% 0.9 0.06 PLS lb
Tradescantia bracteata Prairie Spiderwort 0.09% 0 0.01 PLS lb
Zizia aptera Heartleaf Alexanders 0.18% 0.1 0.02 PLS lb
COVER CROP:
Avena sativa Oats 27.27% 1.3 3 PLS lb
Seed mix to be used between NWL and HWL of Stormwater Area.
33-261 Stormwater South and West
Seeding Rate: 35 lb/Acre (178.7 Seeds/ft2)
Notes: Stormwater pond edges, temporarily flooded dry ponds,
and temporarily flooded ditch bottoms.
SCIENTIFIC NAME COMMON NAME % of Mix Seeds/ft2 Rate/Acre
GRASSES:
Agropyron trachycaulum Slender Wheatgrass 2.86% 2.5 1 PLS lb
Andropogon gerardii Big Bluestem 5.71% 7.3 2 PLS lb
Bromus ciliatus Fringed Brome 5.71% 7.3 2 PLS lb
Calamagrostis canadensis Blue Joint Grass 0.17% 6.2 0.06 PLS lb
Elymus virginicus Virginia Wild Rye 4.29% 2.3 1.5 PLS lb
Panicum virgatum Switchgrass 1.09% 2 0.38 PLS lb
Poa palustris Fowl Bluegrass 3.03% 50.6 1.06 PLS lb
Sorghastrum nutans Indiangrass 0.34% 0.5 0.12 PLS lb
Spartina pectinata Prairie Cord Grass 1.09% 0.9 0.38 PLS lb
SEDGES & RUSHES:
Carex stipata Fox Sedge 0.71% 3.1 0.25 PLS lb
Scirpus atrovirens Green Bulrush 0.54% 32.1 0.19 PLS lb
Scirpus cyperinus Woolgrass 0.17% 37.5 0.06 PLS lb
FORBS:
Anemone canadensis Canada Anemone 0.20% 0.2 0.07 PLS lb
Asclepias incarnata Swamp Milkweed 0.31% 0.2 0.11 PLS lb
Aster novae-angliae New England Aster 0.20% 1.7 0.07 PLS lb
Aster umbellatus Flat-topped Aster 0.17% 1.5 0.06 PLS lb
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 13 of 25
Bidens frondosa Beggar’s Tick 0.31% 0.2 0.11 PLS lb
Eupatorium maculatum Joe Pye Weed 0.17% 2.1 0.06 PLS lb
Helenium autumnale Sneezeweed 0.37% 6.2 0.13 PLS lb
Physostegia virginiana Obedient Plant 0.20% 0.3 0.07 PLS lb
Rudbeckia laciniata Wild Golden Glow 0.20% 0.4 0.07 PLS lb
Verbena hastata Blue Vervain 0.14% 1.7 0.05 PLS lb
Zizia aurea Golden Alexanders 0.57% 0.8 0.2 PLS lb
COVER CROP:
Avena sativa Oats 71.43% 11 25 PLS lb
Seed mix to be in natural areas outside of trail easement where high visibility is not a concern.
Mixture will provide excellent color and pollinator habitat.
CP42 Pollinator
Seeding Rate: 35 lb/Acre (178.7 Seeds/ft2)
Notes: Stormwater pond edges, temporarily flooded dry ponds,
and temporarily flooded ditch bottoms.
SCIENTIFIC NAME COMMON NAME % of Mix Seeds/ft2 Rate/Acre
GRASSES:
Agropyron trachycaulum Slender Wheatgrass 2.86% 2.5 1 PLS lb
Andropogon gerardii Big Bluestem 5.71% 7.3 2 PLS lb
Bromus ciliatus Fringed Brome 5.71% 7.3 2 PLS lb
Calamagrostis canadensis Blue Joint Grass 0.17% 6.2 0.06 PLS lb
Elymus virginicus Virginia Wild Rye 4.29% 2.3 1.5 PLS lb
Panicum virgatum Switchgrass 1.09% 2 0.38 PLS lb
Poa palustris Fowl Bluegrass 3.03% 50.6 1.06 PLS lb
Sorghastrum nutans Indiangrass 0.34% 0.5 0.12 PLS lb
Spartina pectinata Prairie Cord Grass 1.09% 0.9 0.38 PLS lb
SEDGES & RUSHES:
Carex stipata Fox Sedge 0.71% 3.1 0.25 PLS lb
Scirpus atrovirens Green Bulrush 0.54% 32.1 0.19 PLS lb
Scirpus cyperinus Woolgrass 0.17% 37.5 0.06 PLS lb
FORBS:
Anemone canadensis Canada Anemone 0.20% 0.2 0.07 PLS lb
Asclepias incarnata Swamp Milkweed 0.31% 0.2 0.11 PLS lb
Aster novae-angliae New England Aster 0.20% 1.7 0.07 PLS lb
Aster umbellatus Flat-topped Aster 0.17% 1.5 0.06 PLS lb
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 14 of 25
Bidens frondosa Beggar’s Tick 0.31% 0.2 0.11 PLS lb
Eupatorium maculatum Joe Pye Weed 0.17% 2.1 0.06 PLS lb
Helenium autumnale Sneezeweed 0.37% 6.2 0.13 PLS lb
Physostegia virginiana Obedient Plant 0.20% 0.3 0.07 PLS lb
Rudbeckia laciniata Wild Golden Glow 0.20% 0.4 0.07 PLS lb
Verbena hastata Blue Vervain 0.14% 1.7 0.05 PLS lb
Zizia aurea Golden Alexanders 0.57% 0.8 0.2 PLS lb
COVER CROP:
Avena sativa Oats 71.43% 11 25 PLS lb
Seed mix to be in natural areas outside of trail easement where existing tree cover provides shade
that is not conducive to traditional prairie plantings.
36-211 Woodland Edge South & West
Seeding Rate: 34.5 lb/Acre (61.1 Seeds/ft2)
Notes: Partly shaded grassland planting for ecological
restoration, native roadsides or reclamation.
SCIENTIFIC NAME COMMON NAME % of Mix Seeds/ft2 Rate/Acre
GRASSES:
Agropyron trachycaulum Slender Wheatgrass 3.62% 3.2 1.25 PLS lb
Andropogon gerardii Big Bluestem 2.90% 3.7 1 PLS lb
Bouteloua curtipendula Sideoats Grama 2.90% 2.2 1 PLS lb
Bromus kalmii Prairie Brome 4.35% 4.4 1.5 PLS lb
Elymus canadensis Canada Wild Rye 3.62% 2.4 1.25 PLS lb
Hystrix patula Bottlebrush Grass 0.93% 0.9 0.32 PLS lb
Panicum virgatum Switchgrass 0.17% 0.3 0.06 PLS lb
Schizachyrium scoparium Little Bluestem 1.80% 3.4 0.62 PLS lb
Sorghastrum nutans Indiangrass 2.90% 4.4 1 PLS lb
FORBS:
Achillea millefolium Yarrow 0.09% 2 0.03 PLS lb
Agastache foeniculum Anise Hyssop 0.29% 3.3 0.1 PLS lb
Aster laevis Smooth Blue Aster 0.17% 1.2 0.06 PLS lb
Dalea candidum White Prairie Clover 0.49% 1.2 0.17 PLS lb
Desmodium canadense Showy Tick Trefoil 0.41% 0.3 0.14 PLS lb
Eupatorium rugosum White Snakeroot 0.09% 1.7 0.03 PLS lb
Heliopsis helianthoides Ox-eye Sunflower 0.38% 0.3 0.13 PLS lb
Monarda fistulosa Wild Bergamot 0.17% 1.5 0.06 PLS lb
Osmorhiza claytoni Sweet Cicely 0.17% 0.1 0.06 PLS lb
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 15 of 25
Rosa blanda Early Wild Rose 0.17% 0.1 0.06 PLS lb
Rudbeckia hirta Black-eyed Susan 0.52% 6.1 0.18 PLS lb
Scrophularia lanceolata Early Figwort 0.14% 3.4 0.05 PLS lb
Solidago flexicaulis Zig Zag Goldenrod 0.06% 0.6 0.02 PLS lb
Solidago rigida Stiff Goldenrod 0.17% 0.9 0.06 PLS lb
Solidago speciosa Showy Goldenrod 0.17% 2.1 0.06 PLS lb
Vicia americana American Vetch 0.52% 0.1 0.18 PLS lb
Zizia aurea Golden Alexanders 0.32% 0.4 0.11 PLS lb
COVER CROP:
Avena sativa Oats 72.46% 11 25 PLS lb
Establishment of Temporary Cover Crop
Site Preparation
The new site should be prepared for the temporary seeding by loosening topsoil to a minimum
depth of three inches.
Fertilizer
If used, the fertilizer should be a commercial grade of slow release complete fertilizer applied at
a rate of 200 lbs per acre at the time of preparing the seed bag for seeding. The fertilizer should
contain 22-5-10 (NPK) analysis, and should include sulfur and iron as well (not less than 1% and
not more than 8% added sulfur and iron). All fertilizer must be consistent with City
requirements.
Seed Installation
Temporary cover crops of oats, winter wheat, regreen, or combination may be installed using
standard grain drill or broadcast. Planting depth should be ¼ to ½ inch.
Seeding Rates
The temporary cover crop of oats or winter wheat should be seeded at a rate of 80 lbs/acre. If
Regreen is used as a cover crop, it should be installed at a rate of 30lbs/acre and should be
planted by late September or early October.
Harrowing
The site should be harrowed or raked following installation of the temporary cover crop.
Packing
Packing is not required after installing the temporary cover crop.
Mulch Application
The site should be mulched and disc-anchored following packing using one of the following
types of mulch (as per plans or special provisions):
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 16 of 25
-MnDOT Type 3 (MCIA certified weed free mulch) at a rate of 2.0 tons per acre
-Prairie hay/mulch (MnDOT type 7 or 8) at a rate of 2.0 tons per acre
Establishment of Native Mixture
Site Preparation for Interseeding
No tillage is necessary for installation of the native seed mixture. The site may require mowing if
the temporary cover has grown tall and is still actively growing (winter wheat may require this).
This will stop the rapidly growing cover crop from reaching maturity and shading out the
establishing native vegetation. Optimal height for existing vegetation to be drilled into is four to
six inches. No other site preparation is necessary.
Site Preparation Light Tillage
The area seeded with temporary cover crop should be prepared by lightly disking to incorporate
some of the mulch and temporary cover crop into the soil surface. Approximately 50% of the soil
surface should be visible through the mulch or plant debris. Much of the existing cover should be
left in place for its mulch value.
Fertilizer
Fertilizer is not necessary when the native mixture is seeded, because it was applied with the
temporary cover crop.
Seed Installation by Interseeding
The native seed mixture should be installed with a seed drill that will accurately meter the types
of seed to be planted and keep all seeds uniformly mixed during the drilling (Truax-Type). The
drill should contain a minimum of two seed boxes; a fine seed box and a box for large/fluffy
seeds, and it should be equipped with disc furrow openers and packer assembly to compact the
soil directly over the drill rows.
Maximum row spacing should be eight inches. The inter-seeder drill must be outfitted with trash
rippers, which will slice through the vegetation mat and make a furrow into the underlying solid
approximately one-inch-wide by on-half inch deep. These furrows shall be directly in line with
the drill seed disc openers. Fine seed can be drop-seeded onto the ground surface from the fine
seed box, and the large/fluffy seed should be placed to obtain a final planting depth of one-
quarter to one-half inch. All drill seeding should be done at a right angle to surface drainage.
Seed Installation by Drilling Lightly Tilled Sites
The native seed mixture should be installed with a seed drill that will accurately meter the types
of seed to be planted and keep all seeds uniformly mixed during the drifting (Truax-Type). The
drill should contain a minimum of two seed boxes; a fine seed box and a box for large/fluffy
seeds, and it should be equipped with the disc furrow openers and packer assembly to compact
the soil directly over the drill rows.
Maximum row spacing should be eight inches. Fine seed can be drop-seeded onto the ground
surface from the fine seed box, and large fluffy seeds should be placed to obtain a final planting
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 17 of 25
depth of one-quarter to one-half inch. All drill seeding should be done at a right angle to surface
drainage.
Plug planting
Planting area shall be prepped with mulch, erosion control blanket, and/or straw mulch per
drawings. Native plugs should be installed per drawings and specifications and watered
immediately after installation. See watering recommendations for temporary irrigation during
establishment.
Seeding Rates
Rates are specified in the mixture tabulation for the specified mix.
Harrowing
Harrowing is not necessary when seeding the native mixture.
Packing
Packing a site is recommended to ensure a firm seed bed.
Mulch Application
The site should be mulched to achieve 90% ground coverage (10% bare ground). If this
condition already exists mulch is not required. All slopes greater than or equal to 3:1
(vertical:horizontal) shall be receive erosion control blanket or other seed stabilization technique
described in the drawings and specifications.
The following mulch types are recommended – both types shall be MCIA certified weed free
mulch:
-MnDOT Type 3 (MCIA certified weed free mulch) at a rate of 2.0 tons per acre
-Prairie hay/mulch (MnDOT type 7 or 8) at a rate of 2.0 tons per acre
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 18 of 25
EXHIBIT “E”
(Management Tasks, Timelines, and Performance Standards)
Site Management Tasks and Timeline
Site management can be broken into three phases. 1) establishment, 2) mid-succession and 3)
late succession, for both wetlands/ponds and uplands.
1) Establishment Phase – generally the first two years (growing seasons)
2) Mid-Succession Phase – generally years 3-5
3) Late Succession Phase – generally years 5+
Establishment Phase
Year 1 (Either Spring or Fall Seeding)
Establishment (Spring Seeding)
1) Prepare site in late April to May
2) Seed May 1st to July 1st (either interseeding or light tillage method)
3) Mulch at specified rate
Maintenance
1) Mow to a height of 6-10” from July 15th to August 15th on to two times
2) Mowing in September is optional
3) Weed control (mowing) should keep annual weeds down, spot spray thistles and other
problem plants with recommended herbicides, inspect on monthly basis
4) Inspect infiltration basin for excess sediment and debris on a semi-annual basis
Establishment (Fall Seeding)
1) Prepare site in late August to early September
2) Seed late September to freeze up (either interseeding or light tillage method)
3) Mulch site at a specified rate
Maintenance (Following Season)
1) Mow to a height of 6-10” from June 15th to August 15th one to two times
2) Mowing in September is optional
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 19 of 25
3) Weed control (mowing) should keep annual weeds down, spot spray thistles and other
problem plants with recommended herbicides, inspect on a monthly basis
4) Inspect infiltration basin for excess sediment and debris on a semi-annual basis
Evaluation
1) Cover crop growing within two weeks of planting (except dormant plantings)
2) Seedlings spaced 1-6 inches apart in drill rows
3) Native grass seedlings may only be four to six inches tall
4) If there is a flush of growth from agronomic weeds like foxtail, mow more often
5) No excess soil or debris should be within the infiltration basin
Year 2 Maintenance
1) Mow to a height of 6-10” from June 1st to August 15th up to two times
2) Mowing in September is optional
3) Weed control (mowing) should keep annual weeds down, spot spray thistle and other
problem plants with recommended herbicides
4) Inspect infiltration basin for excess sediment and debris on a semi-annual basis
5) Some sites may not require much maintenance the second year
Evaluation
1) Cover crop will be gone unless winter wheat was used in a fall planting
2) Grasses forming clumps one to six inches apart in drill rows, but still short
3) Some flowers should be blooming (black-eyed susans, bergamot, etc.)
4) If there is a flush of growth from agronomic weeds like foxtail, mow more often
5) No excess soil or debris should be within the infiltration basin
Mid-Succession Phase
Years 3-5
Maintenance
1) Mow only if necessary
2) Weed control (mowing) should keep annual weeds down, spot spray thistles and other
problem plants with recommended herbicides
3) Inspect infiltration basin for excess sediment and debris on a semi-annual basis
4) Mulch trees and shrubs as necessary to maintain 2-4” depth
Evaluation
1) Planting should begin looking like a native community with well-established grasses
and forbs blooming and re-seeding
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 20 of 25
Late Succession Phase
Years 5+
Maintenance
1) Mowing is not necessary
2) Weed control by spot spraying thistles and other problem plants with recommended
herbicides, annual weed inspection is recommended just once during the growing
season
3) Inspect infiltration basin for excess sediment and debris on a semi-annual basis
4) Trees and shrubs should be mulched on a 2-3-year basis to maintain a depth of 2-4
inches
5) Structural pruning of trees can take place
Performance Standards of Stormwater Facility and Native Seeding
and Planting Areas (Including tree and Shrub Plantings)
Year 1
Stormwater facility areas should be reviewed for the performance of plant materials and
infiltration capacity. Each area should be assessed for the rate of percolation at least once
per growing season following a rainfall event exceeding one-half inch. The area should
be visited within 24 hours of the rainfall, and if standing water is present, the area should
be rechecked within another two, and then four days for infiltration assessment. Seedlings
of at least four native species shall be widely dispersed through the areas seeded. No
areas of bare soil larger than sixteen square feet shall exist. There shall be no more than
20% total coverage of exotic, non-native, or invasive vegetation within the seeded areas.
Trees and shrubs should appear healthy and green with hardwood mulch in place. No
pruning of trees or shrubs should take place yet unless branches appear broken, have poor
structural form, have been damaged by biological or mechanical means, or are diseased.
Any plant material that is dead or dying should be replaced at the contractor’s expense.
Year 2
Stormwater facility areas should be reviewed for the performance of plant materials and
infiltration capacity. The infiltration basin area should be assessed for the rate of
percolation at least once per growing season following a rainfall, and if standing water is
present, the area should be rechecked within another two, and then four days for
infiltration assessment. If infiltration area is noticed to not drain within 72 hours, then the
basin should be checked after every 0.5” rainfall event.
The seeded areas shall contain at least 30% of all species contained in the specified seed
mix or planting plan. No areas of bare soil larger than nine square feet shall exist. There
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 21 of 25
shall be no more than 20% total coverage of exotic, non-native, or invasive vegetation
within the seeded areas.
Trees should have near typical shoot growth with some trees still experiencing transplant
shock, which limits the amount of new growth above and below ground. No pruning of
trees or shrub should take place yet unless branches appear broken, have poor structural
form, have been damaged by mechanical or biological means, or are diseased. Plant
material that is dead or dying will be replaced at the owner’s expense and not the
landscape contractor. The landscape contractor is only responsible for providing a one
year guarantee on all material installed from the date of the project completion.
Years 3-5
Stormwater facility areas should be reviewed for the performance of plant materials and
infiltration capacity. Each area should be assessed for the rate of percolation once per
growing season following a rainfall event exceeding one-half inch. The area should be
visited within 24 hours of the rainfall, and if standing water is present, the area should be
rechecked within another two, and then four days for infiltration assessment. If
infiltration area is noticed to not drain within 72 hours, then the basin should be checked
after very 0.5” rainfall event. If the basin is not performing correctly in year three
corrective measures should be investigated.
The seeded areas shall have a minimum of 50% cover of native, non-invasive vegetation
and contain 40% of all species contained in the specified seed mix. No areas of bare soil
larger than four square feet shall exist. There shall be less than 50% total coverage of
exotic, non-native, or invasive vegetation within the seeded areas.
Trees and shrubs should have typical shoot growth and should no longer be experiencing
transplant shock. No pruning of trees should take place yet unless branches appear
broken, have poor structural form, have been damaged by mechanical or biological
means, or are diseased. Trees can be pruned for structural purposes only after the fifth
growing season. Shrubs can be left alone to grow naturally or they can be pruned to
maintain a preferred height and form. Pruning of shrubs should take place after the plant
has completed flowering.
Hardwood mulch should be amended around all shrub and tree plantings as needed to
maintain a depth of two to four inches. No hardwood much should be needed or placed
where the seeded plantings are located in the infiltration basin. Refreshing the hardwood
mulch should occur on a two to three-year basis.
Plant material that is dead or dying will be replaced at the owner’s expense and not the
landscape contractor. The landscape contractor is only responsible for providing a one
year guarantee on all material installed from the date of completion.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 22 of 25
EXHIBIT “F”
(Invasive Plant Control [Best Management Practices])
Stormwater facility, wetland fringes and saturated and saturated soil
zones
The most frequently encountered problem species for this type of seeded area include
reed canary grass (Phalaris arundinacea), purple loosestrife (Lythrum salicaria), red-top
(Agrostis stolonifera), narrow-leaved cattail (Typha augustifolia), hybrid cattail (Typha x
glauca), and the introduced genotype of reed or cane grass (Phragmites communis). Do
not accept seed mixes with red-top as a component, instead use fowl bluegrass (Poa
palustris). Woody species that are also considered undesirable are willows (even some of
the native ones like sandbar willow (Salix exigua)). All of these species become
established during the first two growing seasons (establishment phase) of planting
projects.
All herbicide applications in the natural areas, stormwater facilities, and the storm-water
pond must be performed by a company with a Minnesota licensed/certified pesticide
applicator on-staff.
Reed Canary Grass Control BMPs
The use of aquatically labeled glyphosate (Rodeo or equivalent) applied with backpack
sprayers or wick applicators are the most commonly used method to control reed canary
grass. Glyphosate is a non-selective herbicide, so care needs to be taken to only treat the
target species. Recent research indicates that mid-August to mid-September appears to be
the best time to treat reed canary grass with glyphosate. Sethoxydim (Vantage or Post) is
a grass killing herbicide that can be used on reed canary grass growing in saturated soils.
It will not affect sedges, rushes, or forbes, however, it will kill native meadow grasses
and does not have an aquatic label. The best time to spray is early summer before
flowering. It takes 4-6 weeks for control symptoms to be evident. Mowing just prior to
flowering (mid-June to mid-July) will reduce seed production to a limited extent.
Purple Loosestrife Control BMPs
The City will utilize its purple loosestrife control program.
Cattail Control BMPs
The use of aquatically labeled glyphosate (Rodeo or equivalent) applied with backpack
sprayers or wick applicators are the most commonly used method to control cattail.
Glyphosate is a non-selective herbicide, so care needs to be taken only to treat the target
species. Cattails established under fluctuating water conditions when wind-borne seed
blows in and lands on mud flats. They won’t establish if seed lands on standing water.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 23 of 25
They can establish on the shoreline and grow into the water. Young cattails can be pulled
out by hand in small areas and they won’t reestablish very fast. Cattails have not usually
been considered to be enough of a problem to warrant controlling them. However, there
is growing concern over invasive narrow-leaved cattail and hybrid cattail.
Reed (cane) Grass Control BMPs
The use of aquatically labeled glyphosate (Rodeo or equivalent) applied with backpack
sprayers or wick applicators are the most commonly used method to control reed cane
grass (Phragmites communis). Glyphosate is a non-selective herbicide, so care needs to
be taken to only treat the target species. There are both native and non-native populations
of the Phragmites and introduced populations in the state. The native ecotype of
Phragmites is not necessarily undesirable.
Red-top Control BMPs
Red-top is relatively easily controllable using Glyphosate or Sethoxydim in saturated soil
conditions.
Willow Control BMPs
Willow can be pulled out by hand when it is young. Willows can grow extremely fast and
shade out desirable plants as they establish and re-seed. When removing willows, no root
fragments should be left in the soil, due to its re-sprouting potential. Therefore, tilling,
trenching, and surface regrading should be avoided.
Upland Zone
The most frequently encountered problem species in this type of seeded area include
Canadian thistle (Cirsium arvense), plumeless thistle (Carduus nutans), bull thistle
(Cirsium vulgare), leafy spurge (Euphorbia esula), and spotted knapweed (Centaurea
biebersteinii/or maculosa), crown vetch (Cornoilla varia), birds-foot trefoil (Lotus
corniculatus), sweet clover (Melilotus alba) and (M. officinalis), quack grass (Agropyron
repens), smooth brome grass (Bromis inermis), and various agronomic weeds such as
foxtail (Setaria spp.), velvet leaf (Abutilon theophrasti) and cocklebur (Xanthium
strumarium).
Thistle and Knapweed Control BMPs
Canada thistle is a perennial, plumeless and bull thistles are biennials. Canada thistle can
be treated with Transline or Stinger herbicide in mid-June prior to flowering. The
biennial thistles can also be treated with Transline or Stinger or they can be cut or
clipped. The biennials normally only produce rosettes (no flowering) the first year and
flower the second year. Clipping the buds off the second year should prevent them from
going to seed. Over time biennials will be out-competed by upland grassland species.
Unless patches are very large, it is recommended that herbicide be applied selectively
with back pack sprayers, because Transline and Stinger affect composites and legumes
both of which are components of upland prairie planting mixes. Knapweed can also be
treated effectively with Transline or Stinger. Knapweeds tend to proliferate in soils that
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 24 of 25
are low in phosphorus, especially gravels and sands, and are usually not a problem in
fertile soils.
Crown Vetch, Birds-foot Trefoil and Sweet Clover Control BMPs
All of these species are legumes which form dense colonies or mats. Crown Vetch and
birds-foot trefoil have the ability to invade high quality natural areas such as prairie. Both
have the ability to out-compete and shade out native grassland species. Sweet clover is a
biennial legume that proliferates on nitrogen poor soils. It can invade degraded grasslands
and establishing plantings, shading out native species. Because they are all legumes they
can be treated with Transline or Stinger herbicide (crown vetch is especially susceptible).
Crown Vetch can also be treated with some success with 2,4 D mixed with glyphosate.
Mowing and fire don’t have much effect on it. Birds-foot trefoil is difficult to control. It
is not susceptible to mowing or fire and is resistant to glyphosate. Therefore, it is
generally treated with Transline or Stinger herbicide. It is important to treat these species
when they are in the early flowering stage to prevent them from going to seed. Follow-up
treatments for crown vetch and birds foot trefoil are almost always needed due to their
heavy seed production and seed dormancy. Sweet clover can be managed by frequent
mowing and fire or even by pulling it. However, this must be done for several years to be
effective. Mowing is done essentially to prevent seed production and keep the infestation
out establishing native seedlings.
Quack Grass and Smooth Brome Control BMPs
These two species are introduced cool-season grasses. They are generally best controlled
during site preparation. However, they can be spot treated with glyphosate using back
pack sprayers or wick applicators. The best time to treat these species is in mid-June,
prior to seed set. Fall treatments on smooth brome don’t appear to be as effective as
spring/early summer treatments.
Foxtail, Velvet Leaf and Cocklebur control BMPs
These and other annual agronomic weeds are generally controlled by mowing. The
biggest problem that they pose to new plantings is shading of seedlings. Once the
planting establishes they will be out-competed and disappear.
Viking Lakes Amended and Restated Open Space and Trails Plan PAGE 25 of 25
EXHIBIT “G”
Paved Trail Concept Plan
AMENDMENT TO TREE PRESERVATION PLAN AGREEMENT
This Amendment to Tree Preservation Plan Agreement (“Agreement”) is made effective
this ___ day of April, 2021, by and between the City of Eagan, a Minnesota municipal corporation
(hereinafter the “City”) and MV Ventures Properties, LLC, a Minnesota limited liability company
(f/k/a MV Eagan Ventures, LLC); Sheldon Road Associates, L.L.C., a New Jersey limited liability
company; M Land, LLC, a Delaware limited liability company; and Eagan V Land, LLC, a
Delaware limited liability company (hereinafter collectively the “Owners”). The City and the
Owners are hereinafter collectively referred to as the “Parties”).
WHEREAS, the Owners and Minnesota Vikings Football, LLC, a Delaware limited
liability company, are, individually or collectively, the fee owners of the real property legally
described in the Agreement (defined below), as the same may have been subdivided after the date
of the Agreement (the “Property”); and
WHEREAS, as part of the approved development of Viking Lakes pursuant to that certain
Preliminary Planned Development Agreement dated October 18, 2016, as the same has been and
may further be amended (as amended, the “PD Agreement”), the parties entered into that certain
Tree Preservation Plan Agreement dated October 18, 2016, recorded in the office of the Dakota
County Recorder on December 29, 2016, as Document No. 3169657 (the “Agreement”); and
WHEREAS, the Parties now desire to amend the Agreement to address certain tree
mitigation efforts that the Owners desire to undertake on the Property as reflected on the Owners’
Tree Mitigation Plan, a listing of the plan sheets for which is attached to this Amendment as
EXHIBIT “A” (the “Tree Mitigation Plan”) (a full size version of the Tree Mitigation Plan is on
file with the City’s Community Development Department).
NOW, THEREFORE, in consideration of the foregoing and other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties
agree as follows:
1. TREE REMOVAL TO DATE. Pursuant to the tree inventory approved by the City’s
Forester, the entire development site had 3,650 significant trees. As a multi-phased
development, the Owners were permitted to remove 1,734 trees (47.5% of the total
significant trees) prior to incurring any mitigation obligation. As of the date of this
Agreement, the Owners have removed 2,867 significant trees. The Agreement and City
Code, therefore, require Owners to mitigate such tree removal by either (i) installing
2,522 Category B trees (as defined in Section 11.70 of the City Code) on the Property,
2
or (ii) installing 1,261 Category A trees (as defined in Section 11.70 of the City Code)
on the Property, or (iii) making a cash payment to the City in the amount of $807,040.
As the Tree Mitigation Plan demonstrates, Owners intend to satisfy its tree mitigation
obligations under the Agreement and City Code by installing the trees identified in the
Tree Mitigation Plan in accordance with the Tree Mitigation Plan in all material
respects.
2. TREE MITIGATION PLAN. If Owners comply with the terms and conditions of the Tree
Mitigation Plan (including the planting protocols Section 3 describes and the
replacement of any trees that do not survive the required warranty under Eagan City
Code § 11.70) and this Amendment in all material respects, Owners will be deemed to
have fully satisfied all of the City’s tree mitigation requirements relating to Owners’
development of Viking Lakes under the PD Agreement. The City acknowledges that
the number and types (Category A or Category B, as the case may be) of the trees that
Owners are installing as part of the Tree Mitigation Plan are material to the City, but
the specific locations of such trees are not material to the City. Promptly after an
Owner’s request, City will issue a recordable certificate to Owners evidencing Owners’
satisfaction of all such tree mitigation requirements and the termination of the
Agreement. To the extent that Owners cannot install the trees as shown on the Tree
Mitigation Plan, Owners are subject to further mitigation requirements either through
the installation of Category B trees or a cash payment to the City all as allowed under
Eagan City Code § 11.70.
3. INSTALLATION OF MITIGATION TREES. Because the Owners have elected to install large
Category A trees, the Owners have worked with the City’s Forester to set up the
planting protocols set forth on Sheet L500 of the Tree Mitigation Plan. Owners must
comply with such protocols in all material respects and may only modify such protocols
with the consent of the City Forester.
4. RELEASE OF FINANCIAL SECURITY. Owners’ financial security will be released in
accordance with Eagan City Code § 11.70, Subd. 13(8)(d); provided, however, that
the City acknowledges and agrees that a pro rata portion of Owner’s financial security
shall be released upon completion of any phase of the development, written request by
the Owner, and verification by the City that the Tree Mitigation Plan was followed and
that the tree replacement schedule was complied with for such phase of the
development, but in no event shall the pro rata portion of Owner’s financial security
be released earlier than one year after the date the tree preservation and replacement
work was completed for such development phase. Upon satisfaction, the City will issue
a recordable certificate to Owners evidencing Owners’ satisfaction of all tree mitigation
requirements and the termination of this Agreement with respect to the applicable real
property.
5. NOTICES. Any notice required or permitted under this Agreement shall be in writing
and shall be deemed to be given when and if sent by certified mail, return receipt
requested, postage prepaid, properly addressed as follows, or such other address as may
hereafter be designated in writing by either of the Parties:
3
If to the City: City of Eagan
3830 Pilot Knob Road
P.O. Box 21199
Eagan, MN 55121
Attn: City Administrator
With a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, MN 55124
Attn: Robert B. Bauer
If to the Owners: MV Ventures Properties, LLC
2685 Vikings Circle, Suite 200
Eagan, MN 55121
Attn: Steve Poppen, Chief Financial Officer
Garden Homes Development LLC
The Rockefeller Townhouses
13-15 West 54th Street, 1st Floor
New York, NY 10019
Attn: Don Becker, Principal
With a copy to: MV Ventures Properties, LLC
2685 Vikings Circle, Suite 200
Eagan, MN 55121
Attn: Legal Department
6. NO OTHER MODIFICATION. Except as hereinafter modified, all other terms of the
Original Agreement remain in full force and effect.
[Signature pages to follow.]
4
Amendment to Tree Preservation Plan Agreement
Signature Page for the City
City of Eagan,
a Minnesota municipal corporation
By: _____________________________
Mike Maguire
Its: Mayor
By: _____________________________
Cheryl Stevenson
Its: Deputy Clerk
APPROVED AS TO CONTENT: APPROVED AS TO FORM:
By: _______________________________ By: ________________________________
Its: City Planner Its: City Attorney
STATE OF MINNESOTA )
) ss.
COUNTY OF DAKOTA )
On this _____ day of _______________, 2021, before me a Notary Public within and for
said County personally appeared Mike Maguire and Cheryl Stevenson to me personally known,
who being each by me duly sworn, each did say that they are respectively the Mayor and Deputy
Clerk of the City of Eagan, the municipality named in the foregoing instrument, and that the seal
affixed in behalf of said municipality by authority of its City Council and said Mayor and Deputy
Clerk acknowledged said instrument to be the free and act and deed of said municipality.
_______________________________________
Notary Public
5
Amendment to Tree Preservation Plan Agreement
Signature Page for the Owner
MV Ventures Properties, LLC,
a Delaware limited liability company
By: _______________________________
Mark Wilf
Its: President
STATE OF _______________________)
)ss.
COUNTY OF _____________________)
The foregoing instrument was acknowledged before me this ______ day of ____________,
2021, by Mark Wilf the President of MV Ventures Properties, LLC, a Delaware limited liability
company, on behalf of the limited liability company.
__________________________________________
Notary Public
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Amendment to Tree Preservation Plan Agreement
Signature Page for the Owner
Sheldon Road Associates, L.L.C.,
a New Jersey limited liability company
By: _______________________________
Zygmunt Wilf
Its: Member
STATE OF _______________________)
)ss.
COUNTY OF _____________________)
The foregoing instrument was acknowledged before me this ______ day of ____________,
2021, by Zygmunt Wilf the Manager of Sheldon Road Associates, L.L.C., a New Jersey limited
liability company, on behalf of the limited liability company.
__________________________________________
Notary Public
7
Amendment to Tree Preservation Plan Agreement
Signature Page for the Owner
M Land, LLC,
a Delaware limited liability company
By: _______________________________
Richard Mandelbaum
Its: Sole Manager
STATE OF _______________________)
)ss.
COUNTY OF _____________________)
The foregoing instrument was acknowledged before me this ______ day of ____________,
2021, by Richard Mandelbaum the Sole Manager of M Land, LLC, a Delaware limited liability
company, on behalf of the limited liability company.
__________________________________________
Notary Public
8
Amendment to Tree Preservation Plan Agreement
Signature Page for the Owner
Eagan V Land, LLC,
a Delaware limited liability company
By: _______________________________
Its: Secretary
STATE OF NEW YORK )
) ss
COUNTY OF ROCKLAND )
The foregoing instrument was acknowledged before me this 26th day of March, 2021, by
Michael Dinowitz, the Secretary of Eagan V Land, LLC, a Delaware limited liability company, on
behalf of the limited liability company.
__________________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
Dougherty, Molenda, Solfest, Hills & Bauer P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, MN 55124
(952) 953-8840
(RBB)
EXHIBIT A
(List of Tree Mitigation Plan Sheets)
Execution Copy
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SPECIAL EVENT USE AGREEMENT
THIS SPECIAL EVENT USE AGREEMENT (“Agreement”) is made and is effective the
___ day of April, 2021, by and between by and between MV Ventures Properties, LLC, a Delaware
limited liability company (“MVV”), and the City of Eagan, a Minnesota municipal corporation
(the “City”). MVV and the City are jointly referred to herein as the “Parties” and each as a “Party.”
RECITALS
A. WHEREAS, the Parties entered into that certain Preliminary Planned Development
Agreement dated October 18, 2016 and recorded with the Dakota County Recorder’s Office as
Document No. 3168366 (the “Preliminary Agreement”) for the Viking Lakes development in
Eagan, Minnesota; and
B. WHEREAS, in conjunction with the Preliminary Agreement, MVV adopted that
certain Open Space and Trail Plan dated October 18, 2016, and that certain Declaration Regarding
Open Spaces and Trail Plan recorded with the Dakota County Recorder’s Office as Document No.
3181127 (collectively, the “Open Space and Trail Plan”); and
C. WHEREAS, in 2020, MVV undertook the process of updating the Viking Lakes
Development Design Guidelines (“Guidelines”) originally incorporated by reference in the
Preliminary Agreement; and
D. WHEREAS, in conjunction with updating the Guidelines, MVV also undertook the
process of amending and restating the Open Space and Trail Plan (the “Amended and Restated
Open Space and Trail Plan”); and
E. WHEREAS, in accordance with the Preliminary Agreement, the Amended and
Restated Open Space and Trail Plan identifies certain public and public/private open space within
the Viking Lakes development in satisfaction of the City’s parkland and trail dedication
requirements; and
F. WHEREAS, the Plaza and Legends Crossing outdoor event spaces (defined at
Section 1.1 below) are examples of public/private space within the Viking Lakes development;
and
G. WHEREAS, in consideration for the City’s approval of the updated Guidelines and
the Amended and Restated Open Space and Trail Plan, MVV desires to provide enhanced
opportunities for the City and City-sponsored event promoters to utilize the Plaza and Legends
Crossing at a reduced cost and subject to the terms and conditions herein.
NOW, THEREFORE, in consideration of the foregoing Recitals, which are hereby
incorporated into this Agreement, and for other valuable consideration, the parties agree as
follows:
Execution Copy
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ARTICLE 1
DESCRIPTION OF THE EVENT SPACES
1.1 The Plaza and Legends Crossing. The Plaza and Legends Crossing outdoor event
spaces at Vikings Lakes are generally depicted on the attached Exhibit 1.
ARTICLE 2
RENTAL FEE WAIVER
2.1 Rental Fee Waiver. MVV will cause the customary fee for rental of the Plaza or
Legends Crossing (“Rental Fee”) to be waived for use of the Plaza or Legends Crossing by the
City for up to four (4) Event Days (defined below in Section 2.2) each calendar year, but no more
than three (3) City Events (defined below in Section 5.1) can be scheduled during the Summer
months (defined as May 1 through October 31), and will be subject to MVV’s customary
reservation guidelines and the terms set forth in this Agreement. The Rental Fee waiver will apply
to use of either the Plaza or Legends Crossing, but not the combined use of both spaces.
If approved by MVV, combined use of the Plaza and Legends Crossing may be charged an
additional rental fee at MVV’s discretion.
2.2 Event Day. An “Event Day” shall mean a twenty-four (24) hour calendar day and
only such time that is reasonably necessary in the calendar day preceding or the calendar day
following the event to set-up or tear-down the event, unless otherwise agreed to by MVV. Set-up
and tear-down can’t conflict with other events or day-to-day business use (e.g., load-in of
Minnesota Vikings training camp, blocking the guard shack entrance to Twin Cities Orthopedic
Performance Center (“TCOPC”), or other inference with improvements or operations within the
Viking Lakes development). MVV will use reasonable commercial efforts to accommodate the
time required for City Events to safely and efficiently set-up and tear-down each event.
2.3 No Carry Over. There will be no carry-over of unused Event Days from year to
year.
2.4 Additional Event Days. Additional Event Days in excess of the four (4) Event Days
set forth above will be charged at MVV’s customary rental fees.
2.5 Event Manager. In addition to wavier of the customary Rental Fee, each City
Event will include an MVV Event Manager throughout the planning process and on-site during
the event at no additional cost.
ARTICLE 3
ADDITIONAL EXPENSES
3.1 Additional Expense. The City will be invoiced for all additional costs and expenses
and other ancillary costs (e.g., food & beverage/catering service, security, janitorial, trash removal,
equipment, snow removal/salt-sanding, parking, etc.) (collectively, “Additional Event Expenses”)
in accordance with MVV’s applicable rate schedule, or if not addressed by MVV’s rate schedule
then at MVV’s actual cost.
Execution Copy
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ARTICLE 4
PERMITS
4.1 Permits. Any governmental permits required for City Events will be secured by the
City at its sole cost and expense.
ARTICLE 5
CITY EVENTS
5.1 No Assignment. The City’s rights and obligations under this Agreement shall not
be assignable; provided, however, the City may collaborate with and sponsor other third-party
event promoters (e.g., Eagan Art Festival) to host an event at the Plaza or Legends Crossing event
spaces. If approved by MVV, the City may apply one or more of its Event Days to obtain waiver
of MVV’s customary Rental Fee for such third-party promoted event. Events hosted or promoted
by the City and such other third-party events approved by MVV are collectively referred to herein
as “City Events.”
5.2 Approval Rights. MVV shall have the right to approve or disapprove, in its sole
discretion, any City Event, including, without limitation, MVV’s discretionary consideration of
other existing partners at TCOPC, Viking Lakes, and the campus tenants.
5.3 Non-Compete. The City shall not compete with MVV for the sponsorship or
promotion of events, and MVV shall be entitled to reject any event proposed by the City in
competition to MVV’s interests.
5.4 City Charging of Costs to Third-Party Event Promoters. Nothing in the Agreement
will prevent the City from charging a third-party event promoter, the individual vendors in the case
of a market-style event, or individual event participants a separate fee intended solely to recover
the City’s costs for staff time and other direct expenses incurred by the City to fulfill its obligations
contemplated in this Agreement.
5.5 Compliance With Legal Requirements and MVV Guidelines. All City Events and
attendees must comply with federal, state and local laws, including any governmental permits,
orders or directives, as well as MVV’s guidelines and requirements for use of the Plaza and/or
Legends Crossing. MVV reserves the right to refuse to schedule any event, or to terminate any
scheduled event, if event organizers or attendees fail or refuse to comply with such requirements
(e.g., refusal to comply with COVID-19 public safety protocols). MVV’s guidelines and
requirements for use of the Plaza and/or Legends Crossing are, and shall continue to be, subject to
change within MVV’s sole discretion.
5.6 Rental/Use Agreement/Event Waivers. The City and/or any MVV-approved third-
party event promoter sponsored by the City shall be required to execute MVV’s customary Rental
Agreement, Use Agreement, and Event Waivers, as applicable to the specific event.
Execution Copy
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ARTICLE 6
SCHEDULING
6.1 Event Space Flexibility. MVV will work with the City to coordinate use of the
Plaza (upper and lower concrete area) or Legends Crossing, which may be used separately for City
Events contemplated herein. Combined use of both the Plaza and Legends Crossing may be
arranged by agreement of MVV, but such use may be subject to the City’s payment of an additional
rental fee at MVV’s discretion and in accordance with Section 2.1 above.
6.2 Scheduling.
(a) All City Event scheduling is subject to event space availability and subject
to schedule holds (i.e., dates held in anticipation of another event until the schedule is confirmed)
and blackout periods (i.e., extended periods held in anticipation of another event until the schedule
is confirmed). MVV will have priority for large scale events, Minnesota Vikings training camp
and other schedule holds, blackout periods, and holidays. Schedules are subject to change and not
often known until early in the same calendar year (e.g., Minnesota Vikings training camp dates
released in April).
(b) All scheduled events are subject to rescheduling based upon changes to the
National Football League (“NFL”) schedule or other NFL-related events (e.g., NFL draft, Super
Bowl events, etc.)
(c) City acknowledges that the Plaza and Legends Crossing event spaces are
seasonal and will be affected by weather conditions. City can schedule its event dates throughout
the year, but no more than three (3) events can be scheduled during the Summer months (defined
as May 1 through October 31) in any calendar year.
(d) MVV will work with the City to provide flexibility in scheduling and date
allotment.
(e) Availability is greatest during weekdays.
(f) If there any unused dates in the schedule hold or blackout periods, once
schedules are confirmed, the City can schedule City Events in that time frame.
(g) If MVV knows specific dates will not be used, it will use commercially
reasonable efforts to identify these options for the City.
6.3 Additional City Events. If the City desires to host an additional event (i.e., an event
exceeding the four (4) event days each contract year) subject to payment of the customary Rental
Fee, MVV will make all reasonable efforts to host the event in collaboration with the City and
subject to mutually agreeable terms.
Execution Copy
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ARTICLE 7
USE NOT GUARANTEED
7.1 Use Not Guaranteed. MVV shall have no obligation to ensure the Plaza or Legends
Crossing event spaces will be available for use during the Term, and it shall have no obligation to
rebuild or restore the Plaza or Legends Crossing in the event of casualty or loss. MVV shall have
the right to temporarily close off portions of the Plaza and Legends Crossing and/or to erect or
place barriers in and around areas on such property for such period as shall be reasonably necessary
in connection with any emergency, alteration, redevelopment, construction, repair or maintenance
of the property and adjacent property or in order to ensure either safety of persons or protection of
property. Availability of the Plaza and Legends Crossing is also subject to NFL requirements
(e.g., NFL security perimeter), applicable laws, and the occurrence of any force majeure event or
events.
ARTICLE 8
TERM
8.1 Term. The term of this Agreement will commence on July 1, 2021 and terminate
automatically on June 30, 2040, unless terminated earlier by agreement of the parties; provided,
however, that this Agreement will terminate automatically in the event MVV causes to be
dedicated to the City as public space the equivalent of three acres of land within the Viking Lakes
development or on property adjacent or proximate to such property. Provided, that the property to
be dedicated shall be deemed acceptable public space consistent with the City’s park dedication
requirements.
ARTICLE 9
INSURANCE AND INDEMNITY
9.1 Insurance. The City and/or any MVV-approved third-party event promoter
sponsored by the City shall be required to satisfy MVV’s customary insurance requirements
(including additional insured and waiver of subrogation requirements) and provide proof of the
required insurance before site access will be permitted.
9.2 Indemnity. The City and/or any MVV-approved third-party event promoter
sponsored by the City shall be required to indemnify MVV, its affiliates, and the property owners
and tenants of Viking Lakes against all liability arising out of or related to an event; provided,
however, that the City shall only be required to indemnify the foregoing to the extent of its
available insurance limits. Notwithstanding the foregoing, nothing in this Agreement shall be
deemed a waiver of the City’s tort liability limits under Minn. Stat. Chap. 466.
ARTICLE 10
OTHER TERMS AND CONDITIONS
10.1 Third Party Beneficiary Rights. Nothing in this Agreement, express or implied, is
intended to (a) confer upon any person other than the Parties and their permitted successors and
assigns any rights or remedies under or by reason of this Agreement as a third-party beneficiary or
otherwise or (b) authorize anyone not a party to this Agreement to maintain an action pursuant to
or based upon this Agreement.
Execution Copy
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10.2 Force Majeure. If a Party is delayed or prevented from performing any act of that
Party required in this Agreement (other than the payment of money) by an event of Force Majeure,
the Party’s performance of such act is excused for the period of the delay. As a condition of
claiming the protection of Force Majeure, the Party claiming the protection of Force Majeure must
notify the other party of the cause of Force Majeure, the date that the period of Force Majeure
commenced to run and the date the cause of Force Majeure ceased. For purposes of this
Agreement, the term “Force Majeure” means any event, occurrence, or omission that delays or
prevents the performance of any act or omission by reason of any act of God or a public enemy;
expropriation, condemnation or other confiscation of applicable real property; war, terrorism,
rebellion, sabotage, civil unrest or riot; pandemic or epidemic; fires, explosions, hurricanes, floods,
tornadoes, blizzards, microbursts, and other abnormally severe weather events or other natural
catastrophes; strike; lockout; labor trouble; changes in governmental laws or regulations; order or
directive of any legislative, administrative, or judicial body or any governmental department;
inability to obtain any governmental licenses, permissions or authorities (despite commercially
reasonable pursuit of such licenses, permissions or authorities); conditions at, on, or affecting the
applicable real property, that could not have been reasonably anticipated, including the existence
of hazardous materials or archaeological materials; and other causes beyond a party’s reasonable
control.
10.3 Notices. All notices and demands given or required to be given by any party hereto
to any other party shall be deemed to have been properly given if and when delivered in person,
the next business day if sent by reputable national overnight courier (e.g., FedEx), or two (2)
business days after having been deposited in any U.S. Postal Service and sent by registered or
certified mail, postage prepaid, addressed as follows (or sent to such other address as any party
shall specify to the other party pursuant to the provisions of this paragraph):
IF TO MVV MV Ventures Properties, LLC
2685 Vikings Circle, Suite 200
Eagan, MN 55121
Attn: Steve Poppen, Executive Vice President -
Chief Financial Officer
MV Ventures Properties, LLC
2685 Vikings Circle, Suite 200
Eagan, MN 55121
Attn: Donald G. Becker, Executive Vice
President - Real Estate Development &
Strategic Projects
With a copy to:
MV Ventures Properties, LLC
2685 Vikings Circle, Suite 200
Eagan, MN 55121
Attn: Legal Department
Execution Copy
7
IF TO THE CITY City of Eagan
3830 Pilot Knob Road
P.O. Box 21199
Eagan, Minnesota 55121
Attention: City Administrator
With a copy to:
Dougherty, Molenda, Solfest,
Hills & Bauer, P.A.
14985 Glazier Avenue, Suite 525
Apple Valley, Minnesota 55124
Attn: Robert B. Bauer
Any party, by notice given as aforesaid, may change the address to which subsequent notices are
to be sent to such party.
10.4 Entire Agreement. This Agreement represents the entire agreement between the
Parties with respect to the subject matter of this Agreement and supersedes any preliminary or
contemporaneous writings, negotiations, or discussions.
10.5 No Waiver. The failure of either Party to insist upon strict performance of any of
the terms, covenants or conditions hereof shall not be deemed a waiver of any rights or remedies
which the party may have hereunder, at law or in equity, and shall not be deemed a waiver of any
subsequent breach or default in any of such terms, covenants or conditions.
10.6 Amendment. This Agreement may not be modified or amended except by written
instrument executed by the Parties.
10.7 Governing Law. This Agreement shall be governed by and construed in accordance
with the laws of the State of Minnesota, notwithstanding its conflicts of law or choice of law
provisions. Any dispute arising out of or related to this Agreement shall be venued exclusively in
Minnesota State Court, Dakota County District Court, First Judicial District and shall not be
removed therefrom to any other federal or state court. The Parties hereby waive personal
jurisdiction and venue for all claims and defenses.
10.8 Severability. If any term of this Agreement or any application thereof shall be
invalid or unenforceable, the remainder of this Agreement and any other application of such term
shall not be affected thereby.
10.9 Counterparts. This Agreement may be executed in multiple counterparts, all of
which shall be originals and all of which together shall constitute one and the same instrument.
[SIGNATURE PAGE FOLLOWS]
Execution Copy
IN WITNESS WHEREOF, the undersigned has caused this Agreement to be made as of the day
and year first above written.
MV Ventures Properties, LLC,
a Delaware limited liability company
By: ______________________________________(sign)
___________________________________ (print name)
Its: President
CITY OF EAGAN,
a Minnesota municipal corporation
By: ______________________________________
Mike Maguire
Its: Mayor
By: ______________________________________
Cheryl Stevenson
Its: Deputy Clerk
EXHIBIT 1
(Plaza and Legends Crossing)
Agenda Information Memo
April 20, 20201 Regular City Council Meeting
NEW BUSINESS
B. Approve Appointment of Advisory Commission Members
Action To Be Considered:
To approve appointments of the City Council’s advisory commissions with terms
beginning in May 2021.
Facts:
Advertising for the Commission vacancies takes place year-round, with an
emphasis in recruitment from January – March.
This year, the commission vacancies were advertised on the City’s website,
Experience Eagan newsletter, Facebook and Nextdoor.
The deadline for applications to be considered for appointment in May was
March 19, 2021.
There were 25 applicants this year.
Per City Code, each commission may have up to seven (7) regular members. Each
commission may also have one alternate member appointed, albeit the alternate
appointment is optional and is not required.
The City Council interviewed advisory commission applicants on Tuesday, April
13, 2021 at the Eagan Community Center.
At the conclusion of the interviews, the Council selected the slate of candidates
to recommend for formal consideration at the April 20, 2021 Council meeting.
The selection was done on the evening of the 13th in light of the April 20
meeting being held virtually.
In previous years, due to limited number of applicants, the Council at times has
chosen not to appoint alternates to the commissions, and in some cases did not
fill all seven seats on each advisory commission. The Council does have the
discretion per City Code to fill these alternate or remaining 2-year terms on each
commission should you so choose.
The Commissioners appointed at the May 13, 2021 Special City Council meeting
will receive a letter from the City, in which they will be invited to participate in a
new commission member orientation with their commission staff liaison. New
Commissioner Orientation packets will be available via the Web site.
Attachments: (1)
NBB-1 2021 Advisory Commission Appointments
2021 Advisory Commission Appointments
Advisory Planning Commission (APC)
2-year Terms
Christo Jensen
Carol Whisnant
David Cherner
Steven Schwanke
One-year Term
Chris Whitfield
One-year Alternate
Rachel Barth
Advisory Parks and Recreation Commission (APrC)
2-year Terms
Lisa McWilliams
John Rayman
Linda Klein
Michael Palmer
One-year Alternate
James Jacob
Airport Relations Commission (ARC)
2-year Terms
John Axmacher
William Raker
Energy and Environment Advisory Commission (EEAC)
2-year Terms
Ian Zieze
Seth Swanlund
Rebecca Oldenburg Giebel
One-year Term
Dan Ferber
One-year Alternate
Sudarshan Sood
Eagan-Inver Grove Heights Watershed Management Organization (EIGHWMO)
3-year Term
Jessica Workman Jesness