HomeMy WebLinkAboutOctober 1, 2019Shakopee City Council
October 1, 2019
7:00 PM
City Hall 485 Gorman St.
Shakopee Mission Statement
The Mission of the City of Shakopee is to provide the opportunity to live, work and play in a community
with a proud past, promising future, and small town atmosphere within a metropolitan setting.
A. Keep Shakopee a safe and healthy community where residents can pursue active and quality lifestyles.
B. Positively manage the challenges and opportunities presented by growth, development and change.
C. Maintain the City's strong financial health.
D. Maintain, improve and create strong partnerships with other public and private sector entities.
E. Deliver effective and efficient public services by a staff of well -trained, caring and professional employees.
F. Housekeeping item.
Mayor Bill Mars presiding
1. Roll Call
2. Pledge of Allegiance
3. Approval of Agenda
4. Consent Business - (All items listed in this section are anticipated to be routine. After
a discussion by the Mayor there will be an opportunity for members of the Council to
remove any items from the consent agenda for individual discussion. Those items
removed will be considered following the Public hearing portion of the agenda. Items
remaining on the Consent Agenda will not be discussed and will be approved in one
motion.)
A. Administration
*4 A.1. *City Council Minutes
B. Planning and Development
*4 B.1. *Proposed Name Change of 128th Street
C. Public Works and Engineering
*4. C.1. *2016 Sanitary Sewer Lateral Pipe Rehabilitation
5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL -Provides an
opportunity for the public to address the Council on items which are not on the agenda.
Comments should not be more than five minutes in length. The Mayor may adjust that
time limit based upon the number of persons seeking to comment. This comment
period may not be used to make personal attacks, to air personality grievances, to
make political endorsements or for political campaign purposes. Council Members will
not enter into a dialogue with citizens, and questions from Council will be for
Page 1 of 164
clarification only. This period will not be used to problem solve issues or to react to
the comments made, but rather for informational purposes only.
6. Business removed from consent will be discussed at this time
7. Recess for Economic Development Authority Meeting
8. Reconvene
9. General Business
A. Planning and Development
9. A.1. Rezone property to R-1B, and approve the Preliminary and Final Plat of LA
TOUR TERRACE
9. A.2. Application to MET Council for Tax Base Revitalization Account Request
9. A.3. Application to State of MN for Remediation Funding
B. Public Works and Engineering
9. B.1. Prior Lake Outlet Channel (PLOC) Master Plan
10. Reports
10.A City Bill List
11. Other Business
12. Adjournment to Tuesday, October 15, 2019 at 7 p.m.
Page 2 of 164
*4A.1.
Shakopee City Council
October 1, 2019
FROM: Lori J Hensen, City Clerk
TO: Mayor and Council Members
Subject:
City Council meeting minutes of September 17, 2019.
Policy/Action Requested:
Approve the minutes of September 17, 2019.
Recommendation:
Approve the above motion.
Discussion:
Budget Impact:
ATTACHMENTS
D September 17, 2019
Page 3 of 164
E «,
Mayor Bill Mars presiding
1. Roll Call
Shakopee City Council Minutes
September 17, 2019
7:00 PM
City Hall 485 Gorman St.
Present: Mayor Bill Mars, Councilmembers Jody Brennan, Matt Lehman, Jay Whiting,
Angelica Contreras
Staff Present: City Administrator Bill Reynolds, Assistant City Administrator Nate
Burkett, City Attorney Jim Thomson, Public Works/Engineering Director Steve Lillehaug,
Finance Director Darin Nelson, Planning/Development Director Michael Kerski,
Parks/Recreation Director Jay Tobin, Chief of Police Jeff Tate, City Clerk Lori Hensen
2. Pledge of Allegiance
3. Approval of Agenda
Reynolds removed item 4.B.2. from the agenda. It will be brought back at a later date.
Councilmember Angelica Contreras made a motion to approved the amended agenda,
seconded by Councilmember Jay Whiting and the motion passed.
5-0
4. Consent Business - (All items listed in this section are anticipated to be routine. After
a discussion by the Mayor there will be an opportunity for members of the Council to
remove any items from the consent agenda for individual discussion. Those items
removed will be considered following the Public hearing portion of the agenda. Items
remaining on the Consent Agenda will not be discussed and will be approved in one
motion.)
Councilmember Jay Whiting made a motion to approve the consent agenda, seconded by
Councilmember Jody Brennan and the motion passed.
5-0
A. Administration
*4. A.1. *City Council Minutes
Approve the minutes of September 3, 2019. (Motion was carried under consent
agenda.)
Page 4 of 464
*4. A.2. *Declare Amounts, Order the Preparation of Proposed Assessments, Set a
Public Hearing Date for Delinquent Refuse Bills
Adopt Resolution No. R2019-100, a resolution declaring the amount to be assessed,
ordering the preparation of proposed assessments, and setting the public hearing date
for delinquent refuse bills. (Motion was carried under consent agenda.)
*4. A.3. *Update List of Individuals Authorized to Make Bank Transactions -
Resolution No. R2019-097
Adopt Resolution No. R2019-100, a resolution declaring the amount to be assessed,
ordering the preparation of proposed assessments, and setting the public hearing date
for delinquent refuse bills. (Motion was carried under consent agenda.)
*4. A.4. *Declare Amounts, Order the Preparation of Proposed Assessments, Set a
Public Hearing Date for Delinquent City Service Bills
Adopt Resolution No. R2019-101, a resolution declaring the amount to be assessed,
ordering the preparation of proposed assessments and setting the public hearing date
for delinquent ordinance services. (Motion was carried under consent agenda.)
*4. A.S. *Special Event at Babe's
Approve the suspension of city code 114.11 Consumption and possession of
alcoholic beverages on street, public property, private parking lots to which the public
has access and other private property for September 21 or September 28, 2019 from
11 a.m. to 8 p.m. (Motion was carried under consent agenda.)
B. Planning and Development
*4. B.1. *Approval of Building Inspector -Electrical at Higher than Midpoint
Approve the hiring of a new Building Inspector -Electrical at Step 5. (Motion was
carried under consent agenda.)
*4. B.2. *Proposed Name Change of 128th Street -UPDATED
Item was removed from agenda.
C. Police
*4. C.1. *Authorize Disposal of Surplus Property - Bikes/Miscellaneous
The Shakopee Police Department is seeking Council approval to declare the listed
property as surplus and authorize its disposal. (Motion was carried under consent
agenda.)
*4. C.2. *Authorize Disposal of Surplus Property -Forfeited Vehicles
Declare four forfeited vehicles as surplus property and authorize disposal. (Motion
Page ES of 464
was carried under consent agenda.)
D. Public Works and Engineering
*4. D.1. *Purchase John Deere 1570 Mower
Approve the purchase of a John Deere 1570 mower from Kibble Equipment out of
Belle Plaine, Minnesota, in the amount of $43,136.69. (Motion was carried under
consent agenda.)
5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL -Provides an
opportunity for the public to address the Council on items which are not on the agenda.
Comments should not be more than five minutes in length. The Mayor may adjust that
time limit based upon the number of persons seeking to comment. This comment
period may not be used to make personal attacks, to air personality grievances, to
make political endorsements or for political campaign purposes. Council Members will
not enter into a dialogue with citizens, and questions from Council will be for
clarification only. This period will not be used to problem solve issues or to react to
the comments made, but rather for informational purposes only.
6. Business removed from consent will be discussed at this time
7. Recess for Economic Development Authority Meeting
8. Reconvene
9. General Business
A. Administration
9. A.1. Award the Sale of G.O. Tax Increment Revenue Bonds, Series 2019A
Councilmember Jay Whiting made a motion to adopt Resolution No. R2019-098,
awarding the sale of General Obligation Tax Increment Revenue Bonds, Series
2019A, in the original aggregate principal amount of $4,220,000; fixing their form and
specifications; directing their execution and delivery; providing for their payment, and
authorizing the execution of documents in connection therewith, seconded by
Councilmember Angelica Contreras and the motion passed.
4-1
Nays: Lehman
9. A.2. Approval of 2020-2024 Capital Improvement Plan (CIP)
Councilmember Jay Whiting made a motion to adopt the 2020-2024 Capital
Improvement Plan (CIP), seconded by Councilmember Jody Brennan and the
Page 6 of 464
motion passed.
4-1
Nays: Lehman
9. A.3. 2020 Proposed Property Tax Levy, General Fund Budget and Debt Levy
Cancellations, Res. Nos. R2018-110 & R2018-111
Councilmember Jay Whiting made a motion to adopt Resolution Nos. R2019-102
and R2019-103, setting the proposed maximum 2019 property tax levy collectible in
2020, and canceling certain debt service levies for taxes payable in 2020, seconded
by Councilmember Angelica Contreras and the motion passed.
5-0
9. A.4. EDA Special Benefit Levy and Preliminary Budget for 2019
Councilmember Jody Brennan made a motion to adopt Resolution R2019-099
consenting to the Economic Development Authority in and for the City of Shakopee
adopting a proposed special benefit levy of $350,000 collectible in 2020, seconded
by Councilmember Angelica Contreras and the motion passed.
5-0
9. A.S. Strategic Planning -Environmental Scan and Schedule
Informational only
9. A.6. Financial Review -August 2019
Informational only
10. Reports
10. A City Bill List
10.B.Liaison and Administration
11. Other Business
12. Adjournment to Tuesday, October 1, 2019 at 7 p.m.
Councilmember Jay Whiting made a motion to adjourn to Wednesday September 25,
2019 at 7:00 p.m., seconded by Councilmember Matt Lehman and the motion passed.
5-0
Page 4 of 464
*4B.1.
Shakopee City Council
October 1, 2019
FROM: Kyle Sobota, Senior Planner
TO: Mayor and Council Members
Subject:
Proposed Name Change of 128th Street
Policy/Action Requested:
Adopt Ordinance No. 02019-012, an ordinance approving the street name Change of 128th
Street West to Astoria Drive for the segment of roadway between County Highway 15
(Marystown Road) and the plat Windermere South 2nd Addition.
Recommendation:
Adopt the ordinance as presented.
Discussion:
The City of Shakopee has proposed a street name change request for the 930' segment of
128th Street West that is west of Marystown Road / County Road 15.
The purpose of the name change is to have consistency with the numbered street naming
convention in the City of Shakopee and avoid confusion of which areas are within Jackson
Township or the City of Shakopee. Numbered East-West oriented residential streets in
Shakopee are one or two digit numbers with the suffix "Avenue". The subdivision
Windermere South 2nd Addition will have multiple homes on 128th Street West.
Staff has already discussed the proposed name change with DR Horton and DR
Horton proposed the name Astoria Drive for the segment of roadway in their plat that
connects to the existing 128th Street. Staff has discussed the proposed change with
Emergency Services personnel and they recommend changing the name of 128th Street to
avoid confusion for EMS calls.
There are only two properties adjacent to this segment of roadway (Mt Olive Church and
Friendship Church). Both churches are addressed on Marystown Road, so no properties
would have their addresses changed as a result of a name change. The name 128th Street
Page 8 of 164
east of Marystown Road would remain as 128th Street, as that area is not in the City of
Shakopee.
Budget Impact:
Two street signs will need to be replaced if the ordinance is adopted.
ATTACHMENTS
D Area Map
Ordinance No. 02019-012
Page 9 of 164
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Page 10 of 164
ORDINANCE NO. 02019-012
AN ORDINANCE OF THE CITY OF SHAKOPEE APPROVING THE STREET NAME
CHANGE OF 128TH STREET WEST TO ASTORIA DRIVE
WHEREAS, the City of Shakopee has proposed changing the name of 128th Street West
for the segment of roadway west of Marystown Road to avoid confusion for numbered streets
and avenues in the City of Shakopee; and
WHEREAS, the City Council reviewed the proposed street name change on September
17, 2019.
NOW THEREFORE, BE IT ORDAINED by the City Council of the City of Shakopee,
Minnesota that the name of the segment of roadway located between Marystown Road (County
Highway 15) and the plat of Windermere South 2nd Addition currently known as 128th Street
West is hereby changed to Astoria Drive.
Adopted in regular session of the City Council of the City of Shakopee, Minnesota,
held the day of , 2019.
Attest:
Lori Hensen, City Clerk
Mayor of the City of Shakopee
1 of 1
Page 11 of 164
*4.C.1.
Shakopee City Council
October 1, 2019
FROM: Ryan Halverson, Assistant City Engineer
TO: Mayor and Council Members
Subject:
2016 Sanitary Sewer Lateral Pipe Rehabilitation Project 2016-6
Policy/Action Requested:
Approve Resolution R2019-104, accepting work on the 2016 Sanitary Sewer Lateral Pipe
Rehab Project 2016-6 and make a finaipayment of $39,676.09.
Recommendation:
Approve Resolution R2019-104.
Discussion:
On July 5, 2016, City Council adopted Resolution No. 7745 accepting the bids and
awarding the contract for the 2016 Sanitary Sewer Lateral Pipe Rehabilitation to BLD
Services, LLC., of Kenner, Louisiana.
All of the improvements have been constructed in accordance with the contract
documents. Attached is the Certificate of Completion showing the original contract amount
of $524,980.00 with actual final costs of $417,473.75. All required project documentation
has been received and is compliant. The project will be closed out upon issuance of final
payment to BLD Services, LLC., in the amount of $39,676.09.
Budget Impact:
The total final project amount is $583,430.62. This total includes the final construction cost
of $417,473.75 and engineering/administration/legal costs amounting to $165,956.87. This
project is funded by the Sanitary Sewer Fund as follows:
FUNDING
Sanitary Sewer Fund
CI P Estimate
750,000.00
Project
Completion
$ 583,430.62
Page 12 of 164
ATTACHMENTS:
D Resolution R2019-104
D Certificate of Completion
Page 13 of 164
RESOLUTION R2019-104
A Resolution Accepting Work on the
2016 Sanitary Sewer Lateral Pipe Rehabilitation Project 2016-6
WHEREAS, pursuant to a written contract signed with the City of Shakopee on June 17,
2016, BLD Services LLC., has satisfactorily completed the 2016 Sanitary Sewer Lateral Pipe
Rehabilitation project in accordance with such contract.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF SHAKOPEE, MINNESOTA that the work completed under said contract is hereby accepted
and approved.
BE IT FURTHER RESOLVED, that the City Clerk and Mayor are hereby directed to issue
a proper order for the final payment on such contract in the amount of $39,676.09, taking the
contractor's receipt in full.
Adopted in session of the City Council of the City of
Shakopee, Minnesota, held this day of , 2019.
Mayor of the City of Shakopee
ATTEST:
City Clerk
H:\Administration\City Council\2019\2016 Sanitary Sewer Lateral Pipe Rehab\Accept Work Final Payment
Page 14 of 164
CERTIFICATE OF COMPLETION
CONTRACT NO: 2016-16 DATE: September 23, 2019
PROJECT DESCRIPTION: 2016 Sanitary Sewer Lateral Pipe Rehabilitation
CONTRACTOR: BLD Services, LLC.
2424 Tyler Street
Kenner, LA 70062
ORIGINAL CONTRACT AMOUNT $ 524,980.00
QUANTITY CHANGE AMOUNT $ -0-
CHANGE ORDER NO. THRU NO. AMOUNT $ -0-
FINAL CONTRACT AMOUNT ........................... $ 417,473.75
LESS PREVIOUS PAYMENTS $ 377,797.66
FINAL PAYMENT $ 39,676.09
I, hereby certify that the above described work was inspected under my direct supervision and
that, to the best of my belief and knowledge, I find that the same has been fully completed in all
respects according to the contract, together with any modifications approved by City Council.
I, therefore, recommend above specified final payment be made to the above named
Contractor.
Professional Engineer
Page 15 of 164
9.A.1.
Shakopee City Council
October 1, 2019
FROM: Mark Noble, Senior Planner
TO: Mayor and Council Members
Subject:
Rezone property to R-1B, and approve the Preliminary and Final Plat of LA TOUR
TERRACE
Policy/Action Requested:
Approve Ordinance No. 02019-011, an Ordinance approving the rezoning of property to
Urban Residential (R-1B) Zone, and approve Resolution No. R2019-096, a resolution
approving the Preliminary and Final Plat of LA TOUR TERRACE.
Recommendation:
Planning Commission Recommendation
The Planning Commission reviewed this application on September 5, 2019, and by a 7-0
vote, recommended that the City Council approve the rezoning the property to R-1B Zone;
and recommended approval of the proposed Preliminary Plat of La Tour Terrace, with
conditions. (the Planning Commission does not take action on Final Plat applications).
Staff Recommendation
Staff recommends the City Council approve the requested action.
Discussion:
Shakopee Public Utilities Commission (SPUC) has made application requesting approval of
a rezoning of property to single family residential (R-1B Zone) and approval of the
Preliminary & Final Plat of LA TOUR TERRACE. The subject property is approximately
117 acres, and is located north of CSAH 78 and both east & west of the proposed extension
of Zumbro Avenue to the north of CSAH 78.
Presently, the property is guided as single-family, but does not have a zoning district
established (situation that occurred prior to 2009). Property surrounding the LATOUR
FARMS L.P. site is guided and zoned for single family development (with the exception of
the property north of the proposed SPUC site, which is located in Jackson Township;
Page 16 of 164
therefore, does not have city zoning), which is consistent with what is proposed with this
application. The proposal is also generally consistent with the 2040 Envision Shakopee
Comprehensive Plan. At this time, the only proposed development of this property is for
SPUC to construct in multiple phases an elevated water tank, multiple wells, pump house
and a treatment plant facilty to serve existing and future water users of this part of the
community. A Conditional Use Permit for this proposed development was reviewed and
approved by the BOAA on September 5, 2019, contingent on receiving the rezoning and
Plat approval.
Attached to this report is the applicant's narrative and current concept plan for this
development. If approved, the plat would create a 7.019 acre lot for the SPUC site, with the
balance of the property to be in outlots, which will require future approval of a new plat.
Considerations:
The City Council may grant a zoning ordinance amendment when it finds that one or more
of the following criteria exists:
1. The original zoning ordinance is in error.
2. Significant changes in goals in community goals and policies have taken place.
3. Significant changes in city-wide or neighborhood development patterns have occurred.
4. The comprehensive plan requires another provision.
Staff believe revising the zoning for this property meets more than one of the criteria. As the
property is presently unzoned, establishing this property as R-1 B zoning is consistent with
the existing and proposed land guiding of both the 2030 and 2040 Comprehensive Plans.
The proposed platted lot is consistent with the R-1 B standards, and the balance of the
property should be developed consistent with those standards as well.
Staff, the applicant and outside agencies have spent considerable time reviewing and
discussing this submittal, specifically regarding locating the best site for the proposed water
tank. This site provides the appropriate elevation, without requiring additional height to the
tank, that will most effectively serve the existing and future development in this area of the
community.
Budget Impact:
N/A
ATTACHMENTS:
D Ordinance No. 02019-011
D Resolution No. R2019-096
D Site Aerial
Page 17 of 164
D Applicant Narrative
D Prerliminary Plat
D Final Plat
D Engineering Memo
D Site & Grading Plans
Page 18 of 164
ORDINANCE NO. 02019-011
AN ORDINANCE OF THE CITY OF SHAKOPEE, MINNESOTA,
AMENDING THE ZONING MAP ADOPTED IN CITY CODE SEC. 151.003 BY REZONING
PROPERTY LOCATED NORTH OF CSAH 78 AND BOTH EAST AND WEST OF THE
PROPOSED EXTENSION OF ZUMBRO AVENUE NORTH OF CSAH 78 TO URBAN
RESIDENTIAL (R-1B) ZONE
WHEREAS, Shakopee Public Utilities, applicant, and LATOUR FARMS, L.P., property owner,
have applied to rezone property to Urban Residential (R-1B) Zone; and
WHEREAS, the property is legally described as:
The South Half of the Southwest Quarter and the Northwest Quarter of the Southeast Quarter of
Section 14, Township 115, Range 23, and a parcel in the Southeast corner of the Northeast Quarter of the
Southwest Quarter of Section 14, Township 115, Range 23, described as follows:
Commencing at the southeast corner of said Northeast Quarter of the Southwest Quarter; thence
running west 35 feet, thence northeasterly to a point 35 feet north of the southeast corner of the Northeast
Quarter of the Southwest Quarter; thence south 35 feet to the place of beginning.
All located in Scott County, Minnesota.
WHEREAS, notices were duly sent and posted, and public hearings were held before the Planning
Commission on September 5, 2019, at which time all persons present were given an opportunity to be heard;
and
WHEREAS, the Planning Commission has recommended to the City Council that the subject
property be rezoned as stated; and
WHEREAS, the City Council heard the matter at its meeting on October 1, 2019; and
NOW, THEREFORE BE IT ORDAINED, that the City Council of the City of Shakopee hereby
adopts the following findings of facts relative to the above -named request:
Criteria #1 The original zoning ordinance is in error.
Finding #1 The original zoning ordinance is in error; As the property is presently unzoned, establishing
this property as R-1B zoning is consistent with the existing and proposed land guiding of
both the 2030 and 2040 Comprehensive Plans.
Criteria #2 Significant changes in community goals and policies have taken place.
Finding #2 Significant changes in community goals and policies that concern this property have taken place,
as stated at the public meetings during discussion of the West End Study Area. The proposed
plan is generally consistent with the West End Study Area plan approved by City Council in June,
1
Page 19 of 164
2016 and is consistent with the existing and proposed land guiding of both the 2030
and 2040 Comprehensive Plans.
Criteria #3 Significant changes in development patterns have occurred.
Finding #3 Significant changes in development patterns have occurred for the subject property, as referenced
in the approved West End Study Area plan.
Criteria #4 The Comprehensive Plan requires a different provision.
Finding #4 The 2030 and 2040 Comprehensive Plans guide this property for single family residential.
The property is currently classified as unzoned, which is different than the Comprehensive Plan.
BE IT FURTHER ORDAINED, that the above referenced property is hereby approved for
rezoning to Single -Family Residential (R-1B) Zone.
Passed in regular session of the City Council of the City of Shakopee, Minnesota held this IS` day of October, 2019.
Mayor of the City of Shakopee
Attest:
Lori Hensen, City Clerk
Published in the Shakopee Valley News on the day of , 20 .
2
Page 20 of 164
RESOLUTION NO. R2019-096
A RESOLUTION OF THE CITY OF SHAKOPEE APPROVING THE
PRELIMINARY AND FINAL PLAT OF LA TOUR TERRACE.
WHEREAS, Shakopee Public Utilities, applicant, and LATOUR FARMS, L.P. & D.R.
Horton, Inc. — MN, property owners, have made application for Preliminary and Final Plat of
LA TOUR TERRACE; and
WHEREAS, the property upon which the request is being made is legally described
as:
The South Half of the Southwest Quarter and the Northwest Quarter of the Southeast Quarter of
Section 14, Township 115, Range 23, and a parcel in the Southeast corner of the Northeast
Quarter of the Southwest Quarter of Section 14, Township 115, Range 23, described as follows:
Commencing at the southeast corner of said Northeast Quarter of the Southwest Quarter; thence
running west 35 feet; thence northeasterly to a point 35 feet north of the southeast corner of the
Northeast Quarter of the Southwest Quarter, thence south 35 feet to the place of beginning.
Together with
Outlot G, Windermere South 2nd Addition, Scott County, Minnesota; and
WHEREAS, all required public notices regarding the public hearing for the Preliminary
Plat were duly sent and posted and all persons appearing at the hearing have been given an
opportunity to be heard thereon; and
WHEREAS, the Planning Commission held a public hearing and reviewed the
Preliminary Plat on September 5, 2019; and
WHEREAS, the City Council reviewed the Preliminary and Final Plat on October 1,
2019.
NOW THEREFORE, BE IT RESOLVED by the City Council of the City of
Shakopee, Minnesota that the Preliminary & Final Plat of LA TOUR TERRACE is hereby
approved subject to the following conditions:
I) The following procedural actions must be completed prior to the recording of a Final
Plat
.
A. Approval of title by the City Attorney.
B. Provide electronic files (AutoCAD and Portable Document Format) of the Final Plat to
be recorded with datum on the Scott County coordinate system.
Page 21 of 164
C. Park dedication fees in the amount required by the City Code and adopted City fee
schedule shall be paid prior to the recording of the final plat.
D. Submit a detailed geotechnical report outlining any groundwater encountered as well as
infiltration rates in appropriate locations.
E. Easements will be shown on the Final Plat as approved by the City Engineer. They
include, but are not be limited to, the following:
• The minimum widths of drainage and utility easements are set forth in Section 10.1
(A-D) of the City of Shakopee Design Criteria.
• Provide 10 feet of drainage and utility easement around the entire perimeter of Lot
1, Block 1.
• Provide drainage and utility easement to encompass the 100-year high water level
of the proposed stormwater basin.
• Provide 10 feet of drainage and utility easement along the south and west property
lines of Outlot B.
F. Obtain approval of the subdivision's storm water management plan.
G. The applicant must pay all applicable fees/charges listed below, as required by the most
current City of Shakopee Fee Schedule:
• Storm Water Management Plan Review Fees.
H. Submit a detailed lot area drawing showing the total plat area, the total drainage and
utility easement area encompassing high water levels of wetlands/storm water basins, the
total area of right-of-way, the total area of conservation easements and outlots and the total
area of lots.
II. Following approval and recording of the final plat, the following conditions shall
apply:
A. Comply with SPU's specific requirements related to municipal water service,
underground electric service, and street lighting installation for this project; and shall
be responsible for complying with SPU's standard terms and conditions, installing a
lateral water main distribution system in accordance with utility policy, paying the
associated inspections costs, granting any necessary easements, paying the Trunk
Water Charge, paying the Water Capacity Charge, entering into an Underground
Distribution Agreement and paying all associated fees.
B. A trail easement for the future trail along CSAH 78 shall be provided, consistent
with City Engineering requirements.
C. All trails and sidewalks shall be constructed to meet ADA requirements/guidelines.
III. The following conditions need to be addressed/completed prior to approval of a
grading permit, a street and utility plan, and/or a building permit:
A. Grade the entire site, as proposed on the approved plans, in one phase within one year
from the date of approval of the grading permit application. Grading is defined as
bringing the site to the proposed finished grade with materials deemed acceptable by
the City of Shakopee engineering department, providing topsoil per City requirements
and applying seed, mulch and/or sod per City requirements and providing an as -built
record grading plan per Section 2.5 of the City of Shakopee Design Criteria.
B. Pay the Trunk Storm Water Charge, as required by the most current City of Shakopee
Fee Schedule. Payment is due at time of building permit issuance and can be combined
with the check for the building permit fee.
C. Obtain final approval of the subdivision's storm water management plan.
Page 22 of 164
D. The applicant must obtain a NPDES construction site permit prior to any land
disturbing activity. A copy of the permit coverage card and letter must be provided to
the city.
E. Submit a Construction Management Plan. The applicant must enter into a
Construction Management Agreement with the City of Shakopee. A copy of the
agreement can be obtained from the Public Works Department.
F. Record plans need to be provided per the City of Shakopee Design Criteria, Section
2.5 and Section 11.2 (A-L). The record plans need to be submitted to the engineering
department.
G. No ponding, berming, landscaping, or signage shall be permitted within the County
right-of-way.
H. Any work within the County right-of-way shall require a County permit.
I. Enter into a Utility Facilities Easement Agreement with the City of Shakopee. The
applicant must record the easement agreement with the county.
J. Submit a landscaping plan in compliance with the most recent version of the City of
Shakopee's Easement Fencing and Landscaping Policy.
Adopted in Regular session of the City Council of the City of Shakopee, Minnesota, held on
the day of , 2019.
ATTEST:
Lori Hensen, City Clerk
Mayor of the City of Shakopee
Page 23 of 164
Shakopee Public Utilities Commission
Water Storage Tank No. 8 Project
Re -zoning, Preliminary Plat, Final Plat and Conditional Use Permit Application
Application Narrative
The Shakopee Public Utilities (SPU) is requesting approval for construction of a
fully developed multi -structure site consisting of a 750,00-gallon elevated steel
spheroid or composite style water storage tank, multiple wells, pump house and
treatment plant facility, to serve the water users in the Second High Elevation
Service District (2-HES) and First High Elevation Service District (1-HES). The site
is located on the un-platted La Tour property. Property address: 1520 130th St West,
Shakopee , MN. The permit application requires re -zoning, preliminary plat, final
plat and a conditional use permit (CUP) for multiple structures and over height
municipal utility structures (elevated water tank and future water treatment plant).
CUP Findings Evaluation
1. The proposed use for Shakopee Public Utilities water storage and supply
facilities based on the proposed site plans will not be injurious to the use and
enjoyment of other property in the immediate vicinity used for agriculture
purposes.
2. The establishment of the conditional use of Shakopee Public Utilities facilities
will not diminish and impair property values within the immediate vicinity, but
rather will be necessary for, the normal and orderly development and
improvement of the surrounding vacant property and other property in the 2-HES
District.
3. Adequate utilities, access roads, drainage and other facilities will be provided by
the Project.
4. The use is consistent with the purposes for the zone and is necessary for the
Shakopee Public Utilities to provide adequate water service and fire protection to
existing and future development in the 2-HES District and future development in
the 2-HES District.
5. The use is in conformance with the City of Shakopee Comprehensive Plan and
the 2018 Shakopee Public Utilities Comprehensive Water Plan.
Site Development Schedule
The 750,00 gallon elevated water tank is scheduled for the summer construction
season in 2020. The multiple wells and a pump house will be phased in as future
development occurs in the 2-HES District and these facilities are needed to provide
Page 1
Page 25 of 164
water supply. The treatment plant will be added if the aquifer's water quality
warrants treatment.
Scheduled for late summer 2019, is construction of an on -site monitoring well to test
the aquifer's water quality and capacity. The information will be used by SPU to
plan and schedule future site improvements.
Background
Construction of 2-HES District water storage in the amount of 1,000,000 gallons is
identified in Shakopee Public Utilities 2018 Comprehensive Water Plan. The
western area of Shakopee along with Jackson Township are identified in the Water
plan as areas of the greatest potential growth. An area that was not included in the
Plan, but may be growing in the future is the adjacent area of Louisville Township.
Growth in the eastern portion of Shakopee is limited by the Mdewakanton Sioux
Community land ownership and land acquisition along with the wide -spread
existence of rural residence development.
Currently the Windermere Residential Development is driving the need for a 2-HES
District elevated tank water storage. The Windermere Booster Station will serve the
new development construction in the 2-HES District in the short term. As the
approved platted Windermere South Second Addition fills in, the booster station will
reach its design capacity. At that time an elevated tank will be required to provide 2-
HES storage and distribution system stabilization.
As development continues the 2018 Comprehensive Water Plan identifies the need
for 2-HES District water supply and 2-HES District wells and pumphouses will be
required. This site was designed to accommodate those facilities along with the foot-
print area for a water treatment facility if one becomes necessary.
The need for future water storage and supply for Shakopee, Jackson Township (and
Louisville Township) in the 2-HES District is a recognized planning concern of the
Shakopee Public Utilities Commission and is addressed in the 2018 Comprehensive
Water Plan. The 750,000 gallon tank meets the current 2-HES District water storage
need. Wells, pumphouse and water treatment would meet the future water supply
needs for the 2-HES District.
Until the 2-HES District has a sufficient self-supporting well supply, Water Tank 8
will be supplied by the Windermere Booster Station. Once the 2-HES District is self
-supporting with wells and storage it will be inter -connected to the 1-HES District
through a "pressure control valve" in the Windermere Booster Station.
CUP for Multiple Utility Structures on a Lot, Over Height Structures,
The facilities proposed for the Water Tank 8 site are typical of buildings and water
tanks the Shakopee Public Utilities operates through -out the City. The purpose of the
Page 2
Page 26 of 164
facilities at the Water Tank 8 site is to provide a safe and adequate water supply to
the residents and businesses in the 2-HES Districts. The 750,000 gallon water
storage tank is scheduled for 2020 construction and will be a 130 foot tall elevated
steel, spheroid style or composite style tank
The future facilities consist of multiple wells and a pump house, with similar
architecture to the newer pump houses operating in the City. The architecture of a
Water Treatment facility will be coordinated with the City and designed to best fit
into future development.
Landscape Plan Conditions:
The property is currently a tilled corn field, surrounded by corn fields. Trees will be
removed at the east end of the property in area of piled field stones and debris for
access driveway construction.
Since the Shakopee Public Utilities is uncertain of when and what future
development will occur and the specific landscaping design that would become
appropriate; there are no required replacement of trees identified in the "Tree
Replacement Plan".
The proposed landscape plan consists of a low maintenance MN/DOT seed mix for
areas around the water tank. The access drive ditches will be seeded with low
maintenance rural roadside MN/DOT mixes and in and the storm water basin low
maintenance MN/DOT wet and upland seed mix. The remaining area remains
tillable.
Landscaping for future site improvements plans would incorporate the landscape
elements for the conditions at the time and coordinated with City staff for Building
Permit approvals.
Future landscaping for site improvements would include tree planting for screening,
building foundation landscape plants and turf consistent with adjacent development.
With future wells and a pump house irrigation would be available.
Stormwater Management Plan
Stormwater Management is based on two phases;
Phase I - Water Tank 8 Project: Provide stormwater rate control and water quality
treatment for the access driveway and water tank surface. A stormwater basin is
proposed along with ditch checks in the south ditch of the access driveway for
infiltration.
Phase II - Future Site Improvement Projects: Coordinate the stormwater
management storm sewer and regional ponding with development and City regional
Page 3
Page 27 of 164
ponding planning and projects. All future Shakopee Public Utilities site drainage to
be routed to regional ponding facilities.
The Shakopee Public Utilities cost participation in regional ponding facilities would
be negotiated with developer interests and/or with the City of Shakopee. For cost
participation with City facilities, the "Trunk Storm Water Storage and Treatment
Charge" and "Regional Infiltration Pond Charge" fees in effect at the time of Project
Building Permit submittal would be used.
Re -zoning from "Not Established" to R1B "Urban Residential":
The Shakopee Public Utilities is requesting re -zoning of the property to be platted
from "Not Established" to R1B "Urban Residential", as recommend by the City
Planning staff.
Variances
None
Page 4
Page 28 of 164
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CITY ATTORNEY, Shakopee, Minnesota
KNOW ALL PERSONS BY THESE PRESENTS: That LaTour Farms, L. P., a
Minnesota limited partnership, fowner of thfollowing drib d property
hereby certify that I have examined this pla
situated in the County of Scott, State of Minnesota, to wit:
hereby recommend this plat for approval as
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City of Shakopee
Memorandum
TO: Mark Noble, Senior Planner
FROM: Micah Heckman, Project Engineer
SUBJECT: Preliminary and Final Plat — LaTour Terrace
CASE: SH097550
DATE: August 27, 2019
The staff review indicates a request to review a Preliminary and Final Plat application for LaTour
Terrace. LaTour Terrace is located east of Old Brick Yard Road (County Road 69) and north of
130th Street (County Road 78).
This review should be considered preliminary, as more comments will follow with additional
submittals. However, the Public Works Department offers the following comments at this time
to the applicant and to the planning department:
The following items need to be addressed/completed prior to release of the Final Plat for
recording:
1. Pay all applicable fees/charges listed below, as required by the most current City of
Shakopee Fee Schedule.
• Storm Water Management Plan Review Fees
2. Submit a detailed lot area drawing showing the total plat area, the total drainage and utility
easement area encompassing high water levels of wetlands/storm water basins, the total
area of right-of-way, the total area of conservation easements and outlots, the total area of
bituminous street and the total area of lots.
3. Obtain approval of the development's storm water management plan.
4. Submit a detailed geotechnical report outlining any groundwater encountered as well as
infiltration rates in appropriate locations.
5. New lots must be created for the existing farmstead and the single-family home currently
shown in Outlot B. The new lots should have perimeter drainage and utility easements as
prescribed in item 6.
6. Easements will be shown on the Final Plat as approved by the City Engineer. They
include, but are not limited to the following:
• The minimum widths of drainage and utility easements are set forth in Section 10.1 (A-
D) of the City of Shakopee Design Criteria.
• Provide 10 feet of drainage and utility easement around the entire perimeter of Lot 1,
Block 1.
C:\Program Files(x86)\neevia.com\docConverterPro\temp\NVDC\458BE7C7-EB78-43A2-8891-24100D7DFBBB\Shakopee.4326.1.FP_Review_(SPU_Water_Tank_8)_082719.docx
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Page 31 of 164
• Provide drainage and utility easement to encompass the 100-year high water level of
the proposed stormwater basin.
• Provide 10 feet of drainage and utility easement along the south and west property lines
of Outlot B.
• Provide 10 feet of drainage and utility easement along the south and north property
lines of the new lot for the farmstead and 5 feet of drainage and utility easement along
the east and west property lines.
• Provide 10 feet of drainage and utility easement along the south and north property
lines of the new lot for the existing single-family home and 5 feet of drainage and utility
easement along the east and west property lines.
7. Plans must be provided to Scott County for review and any conditions imposed by the
county must be adhered to by the applicant.
8. Provide electronic files (AutoCAD and Portable Document Format — PDF) of the Final
Plat to be recorded with datum on the Scott County coordinate system.
The following items need to be addressed/completed prior to approval of a grading permit, a
street and utility plan and/or a building permit:
1. Pay the Trunk Storm Water Charge, as required by the most current City of Shakopee Fee
Schedule. Payment is due at time of building permit issuance and can be combined with
the check for the building permit fee.
2. Obtain final approval of the subdivision's storm water management plan.
3. Obtain a NPDES construction site permit prior to any land disturbing activity. A copy of
the permit coverage card and letter must be provided to the city.
4. Grade the entire site, as proposed on the approved plans, in one phase within one year from
the date of approval of the grading permit application. Grading is defined as bringing the
site to the proposed finished grade with materials deemed acceptable by the City of
Shakopee engineering department, providing topsoil per City requirements and applying
seed, mulch and/or sod per City requirements and providing an as -built record grading plan
per Section 2.5 of the City of Shakopee Design Criteria.
5. Submit a landscaping plan in compliance with the most recent version of the City of
Shakopee's Easement Fencing and Landscaping Policy.
6. Submit a Construction Management Plan.
7. Enter into a Utility Facilities Easement Agreement with the City of Shakopee. The
applicant must record the easement agreement with the county.
8. Record plans need to be provided per the City of Shakopee Design Criteria, Section 2.5
and Section 11.2 (A-L). The record plans need to be submitted to the engineering
department.
Recommendation
The Public Works Department recommends approval of the application subject to the conditions
above being addressed/completed by the applicant.
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Page 32 of 164
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9.A.2.
Shakopee City Council
October 1, 2019
FROM: Michael Kerski, Director of Planning & Development
TO: Mayor and Council Members
Subject:
Livable Communities Met Council Tax Base Revitalization Account Request
Policy/Action Requested:
Approve Resolution No. R2019-105 authorizing the submission of a grant to the
Metropolitan Council for a Tax Base Revitalization Account funding for the environmental
clean up of the Riverfront Bluff Redevelopment site.
Recommendation:
Approve Resolution No. R2019-105
Discussion:
The city joined the Met Council's Livable Communities in 2018. This makes the city
eligible to apply for certain grants and loans through their various programs.
The Tax Base Revitalization Accounts allow cities to draw on grant funding from the Met
Council to revitalize properties that are contaminated and return them to the tax roles. This
funding has been used extensively throughout the metro area.
These funds would be used to remediate site contamination in the Riverfront Bluff
Redevelopment Area. As part of the environmental research on the site, the city retained
WSB and then Terracon to do a complete soils analysis. As part of that research, a large
plume was discovered in the bedrock of VOC and chemicals associated with a former dry
cleaners in the area. Also, a vast and deep field was found of organic and non -organic
waste, ranging from nine to nineteen feet deep.
These funds would be used to assist in the removal of these site contaminations. Terracon is
in the process of filing a voluntary clean up plan with the state on behalf of the EDA and
the developer.
Page 36 of 164
Budget Impact:
ATTACHMENTS:
D Resolution
Page 37 of 164
CITY OF SHAKOPEE
RESOLUTION NO. R2019-105
RESOLUTION AUTHORIING APPLICATION FOR THE METROPOLITAIN COUNCIL
TAX BASE REVITALIZATION ACCOUNT (TBRA) FOR RIVERFRONT BLUFF AREA
WHEREAS the City of Shakopee is a participant in the Livable Communities Act's Local
Housing Incentives Account Program for 2019 as determined by the Metropolitan Council, and is
therefore eligible to make application apply for funds under the Tax Base Revitalization Account;
and
WHEREAS the City has identified a contamination cleanup project within the City that meet the
Tax Base Revitalization Account's purposes and criteria and are consistent with and promote the
purposes of the Metropolitan Livable Communities Act and policies of the Metropolitan Council's
adopted metropolitan development guide, and
WHEREAS the City has the institutional, managerial and financial capability to ensure adequate
project and grant administration; and
WHEREAS the City certifies that it will comply with all applicable laws and regulations as
stated in the contract grant agreements; and
WHEREAS the City finds that the required contamination cleanup will not occur through private
or other public investment within the reasonably foreseeable future without Tax Base Revitalization
Account grant funding; and
WHEREAS the City represents that it has undertaken reasonable and good faith efforts to
procure funding for the activities for which Livable Communities Act Tax Base Revitalization Account
funding is sought but was not able to find or secure from other sources funding that is necessary for
cleanup completion and states that this representation is based on the following reasons and supporting
facts that the site is contaminated with waste products, VOC and regulated chemicals as identified by
Terracon and that these impact the properties owned by the EDA that are part of the Riverfront Bluff
Redevelopment area Riverfront Bluff Redevelopment Area bounded by First Avenue, Scott Street, Levee
Drive and Atwood Street, .and impede the ability to redevelop these properties and return them to the tax
role;
BE IT FURTHER RESOLVED that, the City Council of Shakopee authorizes the City Administrator
and the Gaughan Companies to submit an application for Metropolitan Council Tax Base
Revitalization Account grant funds and, if the City is awarded a Tax Base Revitalization Account grant
for this project, the City will be the grantee and agrees to act as legal sponsor to administer and be
responsible for grant funds expended for the project contained in the Tax Base Revitalization grant
application submitted on November 1, 2019
Approved by the City Council of the City of Shakopee this l' day of October, 2019.
ATTEST:
Mayor
City Clerk
Page 38 of 164
9.A.3.
Shakopee City Council
October 1, 2019
FROM: Michael Kerski, Director of Planning & Development
TO: Mayor and Council Members
Subject:
Authorization to submit to DEED for a cleanup grant for the Riverfront Bluff
Redevelopment Area
Policy/Action Requested:
Approve Resolution No. R2019-106 for application to DEED for a cleanup grant for the
Riverfront Bluff Redevelopment Area
Recommendation:
Approve Resolution No. R2019-106
Discussion:
The State of Minnesota through DEED and in cooperation with the Met Council offers the
opportunity to apply for cleanup grants for contaminated sites in the region.
As part of this agenda, there is also a resolution to apply to the Met Council since these
programs work in tandem. DEED provides funding as part of this joint program.
Funds would be used towards the cleanup of the contamination of the Riverfront Bluff
Redevelopment Area.
Budget Impact:
ATTACHMENTS
D Resolution
Page 39 of 164
CITY OF SHAKOPEE
RESOLUTION NO. R2019-106
AUTHORIZING AN APPLICATION TO THE MINNESOTA DEPARTMENT OF EMPLOYMENT AND
ECONOMIC DEVELOPMENT (DEED) CONTAMINATION CLEANUP AND INVESTIGATION
GRANT PROGRAM FOR THE RIVERFRONT BLUFF REDEVELOPMENT AREA
Whereas, the City of Shakopee has approved the Contamination Cleanup and/or Investigation grant
applications to be submitted to the Department of Employment and Economic Development (DEED) on
November 1, 2019 by the City of Shakopee for the Riverfront Bluff Redevelopment Area bounded by First
Avenue, Scott Street, Levee Drive and Atwood Street.
Now, Therefore, Be It Resolved by The City Council of The City of Shakopee:
That the City of Shakopee act as the legal sponsor for the projects contained in the Contamination Cleanup and
Investigation Grant Program applications to be submitted on May 1, 2019 and that the City Administrator (or
his designee) is hereby authorized to apply to the Department of Employment and Economic Development for
funding of the aforementioned projects on behalf of the City and to submit a disclosure consent form in
connection with such applications.
Be It Further Resolved that the City of Shakopee has the legal authority to apply for financial
assistance, and the institutional, managerial, and financial capability to ensure adequate project administration.
Be It Further Resolved that the sources and amounts of the local match identified in the application are
committed to the projects identified.
Be It Further Resolved that the City of Shakopee has not violated any Federal, State or local laws
pertaining to fraud, bribery, graft, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice.
Be It Further Resolved that upon approval of its applications by the state and acceptance by the City
Council, of Shakopee may enter into agreements with the State of Minnesota for the above- referenced
project(s), and that the City of Shakopee certifies that it will comply with all applicable laws and regulation as
stated in all contract agreements.
Be It Further Resolved that upon approval of its applications by the state and acceptance by the City
Council, the Finance Officer or his designee will be authorized to execute such agreements as are necessary to
implement the projects on behalf of the applicant.
Be It Further Resolved that the city of Shakopee is located within the seven -county metropolitan area
defined in section 473. 121, subdivision 2, and is participating in the local housing incentives program under
section 473.254.
Approved by the City Council of the City of Shakopee this 1st day of October 2019.
ATTEST:
City Clerk
Mayor
Page 40 of 164
9.B.1.
Shakopee City Council
October 1, 2019
FROM: Kirby Templin, Water Resources -Environmental Engineer
TO: Mayor and Council Members
Subject:
Update on the Prior Lake Outlet Channel (PLOC) Master Plan
Policy/Action Requested:
None
Recommendation:
None
Discussion:
The Prior Lake Outlet Channel (PLOC) Memorandum of Agreement (MOA) was recently
updated and approved June 18, 2019. This recent update to the MOA is considered an
interim update with a long-term strategy for the Cooperators to take ownership and
maintenance responsibilities for their respective sections, in turn lessening the
administration and function the watershed has with the PLOC while still maintaining an
agreement to ensure appropriate cost sharing.
To help facilitate transition to the long-term strategy, a Master Plan is being developed to
address deficiencies that need to be corrected to bring the PLOC to a 100% design
standard. Developing the Master Plan started in April 2018 and outlines a 5-year plan to
address capacity issues, bank stability/erosion issues and easement issues. Once the Master
Plan improvements are completed, it is expected that the PLOC MOA will be updated and
revised, accordingly.
As part of the MOA approval, City Council requested additional information pertaining to
the Master Plan. A presentation will be provided at the council meeting, accordingly (see
attached).
Budget Impact:
The MOA is a cost -share agreement with administrative and project costs related to the
PLOC. The PLOC Budget is approved by the Cooperators annually. These costs are paid
Page 41 of 164
for through the Surface Water Fund.
ATTACHMENTS:
D Master Plan Presentation
D Master Plan
Page 42 of 164
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Page 52 of 164
Prepared by: FOR
For the PLOC Cooperators
Prior lake Outlet Channel Master Plan
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Page 53 of 164
Cover Image
Prior Lake Outlet Channel — Segment 1 Upper Jeffers Pond Outlet
Page 54 of 164
TABLE OF CONTENTS
TABLE OF CONTENTS I
LIST OF FIGURES II
LIST OF TABLES II
EXECUTIVE SUMMARY IV
1. BACKGROUND AND HISTORY 1
1.1. Construction of the Outlet Channel 1
1.2. Early Maintenance & Repairs: 1983-1990 1
1.3. Maintenance & Repairs: 1991-2003 1
1.4. PLOC Improvement Project & Subsequent Repairs: 2003-2007 2
1.5. Summary of Projects: 2008-Present Day 2
1.6. PLOC Project Database 2
2. ASSESSMENT OF CONDITIONS 6
2.1. Capacity Assessment 6
2.1.1. Background 6
2.1.2. XPSWMM H&H Model Updates 6
2.1.3. Capacity Assessment Model Runs 7
2.2. Stability Assessment 7
2.2.1. Background 7
2.2.2. Methodology to Assess & Classify Bank Erosion 8
2.2.3. 2018 Bank Stabilization & Future Stabilization Projects 8
2.3. Easement Assessment 10
2.4. Invasive Species Assessment 11
2.4.1. Summary of Terrestrial Invasive Species Management - 2011 to 2017 11
Herbaceous Invasive Species 12
Woody Invasive Species 13
2.4.2. 2018 Management Activities 14
2.4.3. Future Priority Areas & Recommendations 15
3. IMPLEMENTATION PLAN 17
3.1. Bank Repair Cost Estimation 17
3.2. Implementation Schedule 18
E O R : IN ate e r e 'w o III o '' '1! In. o m n1 mw m in III t y Page I i
Page 55 of 164
3.3. Implementation Roles 19
REFERENCES 20
APPENDIX A. PLOC PROJECT DATABASE A-1
APPENDIX B. 100-YR FLOOD PROFILES B-1
APPENDIX C. 2014 BANK EROSION INVENTORY AND 2018 PROPOSED BANK STABILIZATION SITES C-1
APPENDIX D. EASEMENT MAPS D-1
APPENDIX E. 2018 POST -CONSTRUCTION MONITORING SITES & FUTURE BANK STABILIZATION AREAS WITH
PRELIMIARY ESTIMATES OF PROBABLE COST E-1
LIST OF FIGURES
Figure 1-1. Prior Lake Outlet Channel Alignment 4
Figure 1-2. Prior Lake Outlet Channel Crossings 5
LIST OF TABLES
Table 2-1. Summary of Remaining Bank Erosion along the PLOC (following bank stabilization
activities in 2018) 9
Table 2-2. Summary of Existing Easements along the PLOC 10
Table 3-1. Summary of Remaining Bank Stabilization and Sediment Removal along the PLOC &
Estimated Costs per Segment (following bank stabilization activities in 2018) 18
Table 3-2. Five -Year Implementation Plan 19
Table A-1: PLOC Project Database A-1
Table E-1. Segment 1 Future Bank Stabilization Areas E-1
Table E-2. Segment 1 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018) E-1
Table E-3. Segment 2 Future Bank Stabilization Areas E-2
Table E-4. Segment 2 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018) E-2
Table E-5. Segment 3 Future Bank Stabilization Areas E-3
Table E-6. Segment 3 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018) E-3
Table E-7. Segment 4 Future Bank Stabilization Areas E-4
Table E-8. Segment 4 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018) E-4
Table E-9. Segment 5 Future Bank Stabilization Areas E-5
E O R : 'I . t e r III e lc ,t) III o ''; !I„,,,,,, tn.. ,0 in m ni,w iii ii t ° (
Page 56 of 164
Page I ii
Table E-10. Segment 5 Banks to Monitor Following FEMA Funded Bank Repair Project (2018) E-5
Table E-11. Segment 6 Future Bank Stabilization Areas E-6
Table E-12. Segment 7 Future Bank Stabilization Areas E-6
Table E-13. Segment 7 Banks to Monitor Following FEMA Funded Bank Repair Project (2018) E-7
Table E-14. Segment 8 Future Bank Stabilization Areas E-8
Table E-15. Segment 8 Banks to Monitor Following FEMA Funded Bank Repair Project (2018) E-8
E O R : 'I . t e r III e lc ,t) III o ''; !I„,,,,,, tn.. ,0 in m on„,,,w iii ii t ° (
Page 57 of 164
Page I iii
EXECUTIVE SUMMARY
The purpose of this master plan is to assess the current conditions of the Prior Lake Outlet Channel
(PLOC) from a channel capacity, bank stability, easement alignment with physical conditions, and
invasive species management standpoint. The Cooperators requested this master plan as a means to
guide PLOC MOA activities over the next five years as a bridge to consideration of alternate means to
manage the channel.
The PLOC, in its current condition, has adequate capacity to convey the 100-year, 24-hour storm
event without overtopping roads and driveways at all but three crossings. The overtopped crossings
are the Pike Lake Outlet, Camp Kici Yapi driveway, and the Strauss driveway in Segment 3. Upsizing
these crossings to prevent overtopping was shown not to adversely affect the capacity of
downstream crossings.
The channel operated at full capacity during the flooding of June 2014, resulting in roughly 7,400
linear feet of eroded banks. FEMA funding has been secured to repair these banks, with construction
scheduled to start in 2018. Roughly 10,200 linear feet of eroded banks will remain after completion
of this project and should be considered for future work.
A summary of existing easements along the channel is presented in section 2.3. Many of these
easements have been corrected in recent years to more accurately align with the channel. However,
other easements will need to be adjusted, in coordination with development of those areas.
Management of invasive species has been ongoing since 2011, with vegetation surveys occurring
twice a year, once in the spring and once in the fall. Annual vegetation activities have managed both
herbaceous and woody invasive species through hand pulling and cutting, herbicides, and biological
controls. Managed species include garlic mustard, purple loosestrife, leafy spurge, and common
buckthorn, among others. Monitoring and management of these species is recommended to continue
into the future to promote the success of deeper rooted vegetation that aids in stability of the channel
banks.
The following table summarizes the estimated additional costs, above and beyond annual operations
and maintenance, for bank repair and invasive species management of the PLOC over the next five
years.
ACTIVITY 2019 2020 2021 2022 2023
Bank Repair
$150,000
$206,000
$88,000
$111,500
$132,500
Bank Inspection
$7,500
$7,500
$7,500
$7,500
$7,500
Invasives Mgmt.
$7,500
$7,500
$5,000
$5,000
$5,000
TOTAL
$165,000
$221,000
$100,500
$124,000
$145,000
E O R : IN . t a r 0 lc III 0 ''; °! 1° 0. 0 nn nt, ,w n ii ,,t ° ,,
Page 58 of 164
Page I iv
1. BACKGROUND AND HISTORY
1.1. Construction of the Outlet Channel
Construction of the Prior Lake Outlet Structure and Outlet Channel began in 1982, almost ten years
after a feasibility study identified an outlet structure as the best option to stabilize lake levels on Prior
Lake. From 1983 to 1984 the region experienced extremely high rainfalls, forcing the Prior Lake -
Spring Lake Watershed District (District) to open the outlet structure prior to final stabilization of
the channel. This resulted in extensive erosion of channel banks downstream of the outlet structure
which became the subject of numerous repair projects in the following years.
Figure 1-1 identifies the alignment of the Prior Lake Outlet Channel from the Prior Lake Outlet
Structure to Blue Lake with respect to channel segments, municipal boundaries and model stations.
Figure 1-2 identifies road and trail crossings along the length of the channel.
1.2. Early Maintenance & Repairs: 1983-1990
After initial flooding in 1983, the District launched Flood Emergency Project 83-2. This project
focused on erosion control along unstable banks and culvert repairs at stream crossings. Repairs
continued through 1990 under Outlet Repair Projects 76-4R84, 76-R85, 76-4M88, and 83-2R85. The
majority of repairs occurred within Channel Segments 4 and 5, including culvert replacement and
repairs, sediment and debris removal, and placement of riprap and rock baffles. In 1987, the District
approved the construction of a stream crossing on the Squires property along Segment 2.
1.3. Maintenance & Repairs: 1991-2003
Maintenance and repairs continued for the remainder of the 1990s. From 1993 to 1995 several
improvements were made on the Jeffers property in Segment 1. This work involved riprap placement,
sediment removal from Jeffers Upper Pond, outlet repairs, and repairs to the damaged trail crossing
downstream of Jeffers Lower pond. Around the same time, the culvert at the Kes driveway was
dredged to remove sediment and riprap was placed within the channel on the YMCA Camp Kici Yapi
property. In 1995, the outlet channel was temporarily realigned to accommodate installation of a
sanitary sewer line passing under the Shakopee Bypass. 1995 also saw the removal of deposited
sediment from Dean Lake in Segment 6. In Segment 4, just north of County Road 16, the channel was
regraded and rock baffles were placed in collaboration with the Meadowbrook Run development. In
the late 1990s, repairs were made to the outlet of Pike Lake, including restoration of the road crossing
and placement of riprap and gabions. Temporary repairs were made on the outlet structure in 1998
to combat cracking that had occurred over the last 15 years. Repairs from 2000 to 2001 included
bank stabilization at Camp Kici Yapi, riprap placement and reshaping of slopes on Segments 2 and
4A, and planting of willow stakes north of Highway 101 in Segment 8. Debris was removed from the
outlet structure of Jeffers Upper Pond in 2001. From 2001 to 2003 a gabion drop structure was
constructed on Segment 7A, just south of the railroad tracks. Additional stabilization work occurred
in this area in 2004. A second culvert was constructed at the outlet of Pike Lake in 2003.
E O R : IN w:. t e r III le c III o `w g 0 nin ,g, ,w iini lii .p ° , °, Page 1 1
Page 59 of 164
1.4. PLOC Improvement Project & Subsequent Repairs: 2003-2007
In 2003 the District began a long term project entitled PLOC Improvement Project (this project has
also been referred to as the Outlet Channel Restoration and Enhancement Project). The project was
to be constructed in several phases over 5 to 7 years. Work on Phase 1 was completed in 2006. This
phase included work on Segment 1 (erosion control measures and debris removal from the outlet
pipe to the inlet of Jeffers Pond) and Segment 4B (erosion control, debris removal, and cattle fencing).
A sediment delta on Pike Lake was removed in 2006 as part of Phase 2. Phase 3 was completed in
2007 on Segment 5C. Phase 3 also included channel realignment (adding sinuosity) of Segment 5C in
cooperation with the Riverside Bluffs development. Phase 4 of the project never came to fruition.
This phase would have included re -sloping of banks, plunge pools, removal of deposited sediment,
and willow and dogwood plantings at various locations along segments 6-8. In 2007, the Multi -year
Outlet and Channel Improvement Project was initiated and a Memorandum of Agreement signed
between the District, City of Prior Lake, City of Shakopee, and the Shakopee Mdewakanton Sioux
Community (via a Joint Powers Agreement).
1.5. Summary of Projects: 2008-Present Day
In 2008, an undersized culvert was replaced at the U.S. Fish and Wildlife Service (USFWS) trail
crossing on Segment 8. Channel stabilization on several segments was completed between 2008 and
2010. The Prior Lake outlet structure was replaced in 2010 with a more efficient and aesthetically
pleasing design. A flood in 2011 resulted in overtopping of the channel on Segment 7 near Quarry
Lake, resulting in a gully washout and sediment depositing into the lake. In response, a berm was
constructed to contain water within the channel during subsequent flood events. That same year the
culvert at the Squires driveway in Segment 2 was replaced (by the landowner). In 2013, several more
culverts (Pike Lake Road, Jackson Trail crossing, and Gonyea crossing) were replaced in Segments 3
and 4. A set of box culverts was installed just south of the railroad tracks on Segment 7 to facilitate
access to the newly -built Quarry Lake Park. A large flood in 2014 caused widespread erosion along
the channel and resulted in several failed culverts. Channel realignment and stabilization of Segment
4A was completed in 2015. Debris removal from the 2014 flood was completed in 2015. Damaged
culverts were repaired or replaced by 2016. Instead of replacing the USFWS trail crossing, the culvert
was removed and the area restored to native conditions. Also in 2016, the outlet pipe was inspected
and found to be in good condition. Minimal repairs were completed at that time. Chemical grouting
to seal leaking joints was completed during the spring of 2018.
Projects partially funded with FEMA Public Assistance dollars that have been completed include:
Tree and Debris removal along all Segments, Culvert Repairs at Kes Field Road, Pike Lake Park
Crossing, and Gonyea Field Road, and Segment 5 Sediment Removal. Projects designed and to be
constructed include Bank Stabilization in Segments 1, 2, 3, 4, 7, and 8.
1.6. PLOC Project Database
DISCLAIMER: This listing of projects included in the PLOC Project Database is intended to include all
known construction, maintenance, repair, and improvement projects on the outlet structure and
E O R : N two. ter e m III co) ° !of 0 loom m rio,„, on, lii o oo„loo Page 1 2
Page 60 of 164
outlet channel from its inception to present day. Although it is intended to be exhaustive, it is likely
that additional records will be uncovered and could be added to the database.
Projects were found through an extensive search of historic District documents that had been
scanned into an internal filing system (Laserfiche). The lack of complete records, along with the
quality of scans, from earlier projects made it difficult to accurately describe project scope, budget,
and completion. These records have been compiled into an Excel sheet "database" which allows users
to sort records and search for individual projects and locate file names for ease of retrieval.
A reduction of the database is attached in Appendix A of this report while the full database will be
made available online through the District website. The individual project files that were used to
generate this database are available upon request from the District.
The PLOC Project Database provides the following information for each project:
File Name - The name of the file or folder containing the details of the project.
Project Title - The official title for a given project, if applicable.
Project Type -Designator for the type of work that was undertaken. Either Construction,
Maintenance/Repairs, or Improvements.
Start Year - The first year that information on the project was found in the file. NOTE: This is not
necessarily the year that the project was initiated or the year that construction began.
End Year - The last year that information on the project was found in the file. NOTE: This is not
necessarily the year that construction was completed.
Segment - The segment (1-8) that the project was concerned with. May include multiple
segments.
Location - A description of the location within the segment where the project occurred. Often
identified by a road crossing or property owner.
Project Description/Scope - A brief description of the work that was done in the project (e.g.
erosion control, culvert repairs).
File Description - A brief description of the contents of the file (e.g. correspondence, bid
specifications, reports, legal documentation, etc.).
E O R : . ter e °w III o '; °,,,° c 0 rin iii ,w ri t ° �,
Page 61 of 164
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2. ASSESSMENT OF CONDITIONS
2.1. Capacity Assessment
2.1.1. Background
The XPSWMM H&H model for the PLOC was originally constructed in 2007 by Wenck Associates,
then underwent substantial revision by FOR in 2012. It has been the subject of annual maintenance
and revision since then, including a recalibration in 2014 to monitored flows measured at two
locations - Pike Lake Trail and the (then) downstream USFWS Crossing - during the summer of 2013.
The 2012 revision revised hydrologic boundaries throughout the watershed, but many of the
hydraulic elements were (and remain) carried over from the original amalgamation of models
acquired from the MOA partners. The two exceptions to this are where new developments have taken
place since 2012, and along the channel itself.
The model currently does not incorporate the upper watershed (upstream of the Prior Lake Outlet
Structure), but rather incorporates the peak design flow rate of the Prior Lake Outlet Structure - 65
cfs - as an inflow at the upper end of the PLOC. Design storm model simulations are performed such
that the channel is at steady state with 65 cfs of baseflow before a rainfall event begins.
The H&H model has been used since 2012 to ensure that new culverts at crossings along the PLOC
are appropriately sized. It should be noted, however, that the release of Atlas 14 (and the subsequent
adoption of these rainfall depths by engineers around 2014), as well as the release of NRCS guidance
for use of the MSE3 MN rainfall distribution in or around 2015 led to a significant increase in the
rainfall depth and intensity used by engineers in the design process. Therefore, some existing PLOC
crossings that were designed, assessed, and/or installed during this time period may be undersized
by today's standards.
In 2018, the PLOC TAC decided that the "capacity" of the PLOC should be defined as the ability of the
channel to convey the flows from the 100-year storm plus 65 cfs without overtopping crossings. To that
end, the XPSWMM H&H model was used here to assess the channel for compliance with this
definition.
2.1.2. XPSWMM H&H Model Updates
The PLOC XPSWMM H&H model was updated prior to performing model runs associated with
assessing the capacity of crossings along the channel. These updates included:
• Refining channel segments to introduce higher resolution and eliminate long segments in
several locations;
• Refining channel cross sections to include more survey transects, including newly surveyed
portions that may have changed since the 2014 flood event;
• Refining hydrology associated with the direct drainage to the channel in order to increase
resolution thereby reducing the number of artificially high peak flows in the channel, as well
as introducing changes associated with recent development (e.g. Ridge Creek);
E O R : w a. t e r III ir,,,,,,11, all:. III o" y co at at LI on lii .p )1( Page 16
Page 64 of 164
• Refining hydraulics along the channel to reflect changes due to recent development (e.g.
culvert removals associated with Ridge Creek), to reflect slope breaks associated with check
dams in Segment 4 and Segment 7, and to better represent the Deans Lake bypass and the
stormwater management area west of Quarry Lake Park;
• Validating model representation of important crossings and structures (e.g. the Pike Lake
outlet) as well as crossing overflow elevations.
2.1.3. Capacity Assessment Model Runs
After completion of the model updates, the model was run for the 100-year, 24-hour Atlas 14 storm
(7.2 inches) using the MSE3 MN rainfall distribution. The model predicts that three crossings would
overtop during this storm event: the Pike Lake outlet, the Camp Kici Yapi driveway, and the Strauss
driveway (see APPENDIX B). To evaluate the potential impacts were these crossings to be upsized
in the future, the model was run with higher capacity culverts in order to determine any potential
cascading impacts on downstream crossings. None of the downstream crossings were overtopped
under this hypothetical scenario, indicating that the remaining crossings in the channel have sufficient
capacity to convey runoff from the 100 year, 24-hour runoff event without overtopping, barring any
significant changes to existing crossings (other than the three crossings highlighted here).
2.2. Stability Assessment
2.2.1. Background
In the spring of 2013, channel stability and bank erosion were visually assessed during vegetation
surveys completed along the PLOC. These assessments were only cursory visual estimates of actively
eroding banks along the PLOC. At the time, the intention of collecting these estimates was for
informative purposes only. During the spring 2013 survey, FOR staff estimated 3,765 linear feet of
bank erosion along the entire length of the PLOC (Segment 1 through Segment 8).
During June of 2014, significant rainfall events occurred throughout the watershed district.
According to precipitation data downloaded from the Minnesota Climatology Network from June 1
to June 30, 2014, Lower Prior Lake received 11.70 inches of rain in Township 114 N, Range 22W,
Section 3 and Spring Lake received 13.79 inches of rain in Township 114N, Range 22W, Section 16.
The Prior Lake Outlet Structure operated at full capacity from the first week of June through the first
week in August, resulting in sustained high flows in the PLOC. During this time, several culverts along
the PLOC were washed out including the culvert downstream of Jackson Trail in Segment 4 (Gonyea
culvert), the County Road 16 culvert at the downstream end of Segment 4, and the two culverts under
the USFWS gravel maintenance road at the upstream end of Segment 8. By September of 2014, water
levels receded in the channel, and an inventory of bank erosion was requested by the PLOC
Cooperators to document the channel condition following the June flood event. The data collected
during the 2014 bank erosion inventory was used to develop a ranking system and cost estimates to
guide future bank stabilization projects in each segment.
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Page 1 7
2.2.2. Methodology to Assess & Classify Bank Erosion
Bank erosion along the PLOC was assessed from Segment 1 to Segment 8 in September of 2014. For
each segment, the channel was walked from upstream to downstream and the length and height of
each raw or eroded bank was surveyed. Bank lengths were delineated using a Trimble sub -meter
handheld GPS unit. Bank heights were measured from toe of slope to top of bank at several locations
along each bank using a telescopic stadia rod with 1/10th foot graduations. Following the completion
of the bank assessment, all survey data was imported into ArcGIS to measure bank lengths and
calculate average bank heights. To determine priority sites for bank stabilization, each bank was
ranked with a low, moderate, or high priority identifier depending on the bank condition. Bank
condition was ranked based on the average eroded bank height and maximum eroded bank height of
each bank. The maximum bank height was measured at the highest eroded point along each bank. In
general, average bank heights 2.0 feet or less with maximum eroded bank heights 3.0 feet or less
were rated low priority; average bank heights between 2.0 feet and 3.0 feet with maximum eroded
bank heights between 3.1 and 4.5 feet were rated moderate priority; and average bank heights
greater than 3.0 feet with maximum eroded bank heights greater than 4.5 feet were rated high
priority.
Based on the approximate bank heights visually assessed in the spring of 2013, the outlet channel
banks would have been classified as moderate or high priority sites as defined by the methodology
described above. During the September 2014 bank erosion inventory, a total of 11,108 feet of bank
erosion was classified as moderate and high priority. After subtracting the 3,765 feet of bank erosion
visually assessed during 2013, it was determined that 7,343 feet of bank erosion could be attributed
to the June 2014 flood for moderate and high priority banks. Although low priority banks were not
quantified in 2013, it was estimated that 50% of the bank erosion measured at low priority sites in
September 2014 could be attributed to the June 2014 flood event.
2.2.3. 2018 Bank Stabilization & Future Stabilization Projects
Data collected during the September 2014 bank erosion inventory were used to secure funding
through FEMA to stabilize eroding channel banks attributed to the June 2014 flood event. Barr
Engineering was retained to develop construction plans for the PLOC stabilization project proposed
in 2018. The locations of the proposed FEMA bank stabilization areas identified on the Barr
construction plans were overlaid on the 2014 bank erosion inventory maps (Appendix C) to identify
eroded channel banks that are not currently scheduled for repair and stabilization via FEMA funding.
Based on field observation, these areas should be considered for future stabilization work. The length
of remaining bank erosion is summarized in Table 2-1. Additional details are included in the figures
of Appendix C and the tables in Appendix E.
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Page 18
Table 2-1. Summary of Remaining Bank Erosion along the PLOC (following bank stabilization activities
in 2018)
Segment
Remaining Bank Erosion [feet]
101
1
2
176
3
38
4
1,499
5
3,776
6
2,007
7
285
8
2,274
Total
10,156
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Page 19
2.3. Easement Assessment
The following table presents a brief summary of the existing easements along the channel. Several of
these easements have been corrected in recent years to better match the meandering of the channel,
while others have yet to be addressed. Areas not accurately covered by existing easements are
proposed to be rectified upon development/land use permitting activity.
Table 2-2. Summary of Existing Easements along the PLOC
Segment 1
Segment 2
Segment 3
Segment 4
Segment 5
Segment 6
Segment 7
Segment 8
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Page 68 of 164
2.4. Invasive Species Assessment
2.4.1. Summary of Terrestrial Invasive Species Management - 2011 to 2017
Vegetation surveys along the easements of the outlet channel from Segment 1 to Segment 8 have
been conducted twice annually (spring and fall) to determine species composition and distribution
of terrestrial invasive plants. Initial vegetation surveys occurred in the spring and fall of 2011.
Subsequent annual vegetation surveys have been completed through 2017. During each annual
vegetation assessment, a Trimble GPS unit was used to survey the locations of new satellite
populations of invasive plants encountered along the PLOC. The vegetation surveys targeted only
problematic and early detection invasive species such as those found in the Minnesota Department
of Transportation's list of noxious weeds and those included in the Minnesota Department of Natural
Resources list of terrestrial invasive species'. Common non-native plants such as common dandelion
(Taraxacum officinale), common burdock (Arctium minus), white clover (Trifolium repens), common
mullein (Verbascum thapsus) broadleaf plantain (Plantago major), and other naturalized weeds were
not assessed. Invasive species management has occurred annually since 2011 following the annual
vegetation inspections. Management practices have included manual cutting and hand -pulling,
herbicide treatments, and biological control for select invasive species. FOR has conducted hand
pulling and manually cutting of select invasive species (primarily garlic mustard and purple
loosestrife), and Applied Ecological Services (AES) has conducted herbaceous invasive species
management using herbicides and cut stump treatments for woody invasive species.
Partial reaches along the outlet channel have not been routinely managed for invasive species (as of
2017), in part due to planned bank stabilization work, forthcoming development, and/or lack of
landowner cooperation or approval. These reaches include:
• Segment 1: Jeffers Upper Pond to County Road 42
• Segment 3: The easement around the shallow marsh immediately downstream of Pike
Lake, and the easement around the deep marsh downstream of the Kici Yapi property
• Segment 4: Pike Lake Trail to Jackson Trail (north and west easement area), Jackson Trail
to Gonyea culvert (west easement), and the cattle pasture in Segment 4B (Muhlenhardt
property)
• Segment 5: County Road 16 to County Road 21 (except for garlic mustard)
• Segment 6: County Road 21 to Deans Lake weir (except small pocket of buckthorn and
honeysuckle upstream of Deans Lake)
• Segment 7B: Railroad crossing to State Highway 101 (except for garlic mustard)
• Segment 8: State Highway 101 to Blue Lake (except for garlic mustard)
Invasive species documented within these unmanaged reaches include common buckthorn
(Rhamnus cathartica), Tatarian honeysuckle (Lonicera tatarica), Siberian elm (Ulmus pumila) reed
canary grass (Phalaris arundinacea), leafy spurge (Euphorbia esula) smooth brome (Bromus inermis),
Canada thistle (Cirsium arvense), bull thistle (Cirsium vulgare), creeping Charlie (Glechoma
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Page 69 of 164
hederacea), spotted knapweed (Centaurea maculosa), garlic mustard (Alliaria petiolata), hoary
alyssum (Berteroa incana), and crown vetch (Coronilla varia).
It should be noted that significant populations of terrestrial invasive species occur adjacent to the
easements at numerous locations along the PLOC. For example, many woodlots adjacent to the PLOC
contain common buckthorn and non-native bush honeysuckles. Complete eradication of common
invasive species will not be possible along the PLOC as long as larger populations exist outside of the
easements; however, the efforts of managing select invasive species within the easements of the
outlet channel will benefit the local flora and fauna and encourage the re-establishment of native
species along the banks of the outlet channel. Restoring native riparian vegetation will also reduce
bank erosion and improve the water quality of the PLOC and the waterbodies in which it intersects
including Jeffers Ponds, Pike Lake, and Deans Lake.
The following is a summary of invasive species specifically managed from 2011-2017.
Herbaceous Invasive Species
• Garlic mustard has been found in Segments 2-8. Significant populations of garlic mustard
have been managed in Segments 4B, 5B and 7B, primarily through manually cutting and
herbicide treatments. Very small populations exist in Segments 2, 3, and 6; annual hand -
pulling has been effective in further reducing these populations. A large population at the
downstream end of Segment 4B, just upstream of the cattle pasture, has been nearly
eliminated through routine manual cutting efforts. Applied Ecological Services has been
contracted to manage the remaining large populations of garlic mustard, primarily through
the use of herbicide treatments on an annual basis.
• Purple loosestrife (Lythrum salicaria) has been found in segments 4A, 5A, 6, and 7A. Although
this species is not considered a terrestrial invasive species, it has been managed along the
outlet channel due to its recent population expansion within the easements of the channel. In
2014, one plant was found just downstream of the Deans Lake weir, and the plant was
promptly hand -pulled. In 2016, four plants were found in Segment 4A along the re -graded
channel banks just downstream of Pike Lake Trail. These plants were hand -pulled by AES. In
2017, about 30 purple loosestrife plants in total were found within Segments 4A, 5A, 6, and
7A. The plants in 4A and 6 were located near the previous known locations, and two new
populations were found in Segments 5A and 7A. EOR and AES staff removed all of the plants
by hand -pulling, cutting, and uprooting with shovels. A larger population of purple loosestrife
plants was also discovered growing within the large wetland complex to the west of Segment
7A. This population has not been managed as of 2017.
• Wild parsnip (Pastinaca sativa) has been found in Segments 1 and 4A. Only one small
population was known from Segment 1 and it has been treated with herbicide for several
consecutive years. The total population was less than 10 plants. In the fall of 2017, an
individual plant that had already senesced for the season was found near the downstream
end of Segment 4A. In the spring of 2018, a small population of wild parsnip was found
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Page I 12
immediately downstream of Fountain Hills Road and a second population was located at the
upstream end of Segment 4A.
• Canada thistle has been found in Segments 1, 3-6, and 8. The larger populations have been
managed by AES through herbicide treatments, especially in Segment 4B where a large
population has flourished within the cattle pasture.
• Leafy spurge has been documented in all Segments except Segment 2. The greatest densities
of leafy spurge have occurred in Segments 4 and 7 where grassland habitat is common. A
notable population also exists near the downstream end of Segment 5B east of Pike Lake
Trail; however, this area is now under development and subsequently is not being actively
managed. In 2011, flea beetles (Aphthona spp.) were released by PLSLWD staff in Segments 4
and 7 in an attempt to manage leafy spurge using biological control. These segments were
chosen based on the high densities of leafy spurge. At the time, leafy spurge densities in
Segments 1, 3, 6, and 8 were too low to support the release of the beetles. Following the beetle
release in 2011, the density of leafy spurge has remained relatively unchanged in Segment 7,
but a significant reduction in plant density in Segment 4 was observed in 2014 and has
remained low through 2017. In an attempt to continue biological control of leafy spurge in
Segment 7, a second flea beetle release was conducted on June 26, 2015. EOR obtained 3,000
flea beetles (Aphthona lacertosa) from the Minnesota Department of Agriculture (MDA) and
released 1,000 beetles at three separate sites along Segment 7.
Woody Invasive Species
Applied Ecological Services was contracted to manage the woody invasive species documented in
Segments 1, 2, 3, 4A, 5C, 6, and 7A. As stated above, the woody invasive species that occur in other
reaches of the outlet channel were not managed due in part to proposed bank stabilization work,
forthcoming development, or lack of landowner cooperation or approval. The initial management of
woody invasive species along the PLOC occurred in the fall of 2012 with the cutting of black locust,
common buckthorn, Tatarian honeysuckle, and Siberian elm. All cut stumps were treated with a
glyphosate solution and follow-up foliar spray treatments were conducted in the summer of 2013.
Annual follow-up foliar spray treatments have occurred annually since 2013 in areas that were
originally targeted in 2012. The following is a summary of woody invasive species specifically
managed from 2012-2017.
• Common buckthorn has been found in Segments 1-8. Significant populations have been
managed in Segments 2, 3, 4A, 6, and 7A using cut stump and herbicide treatments. Seedlings
and saplings continue to occur in all previously managed areas and require on -going foliar
spray treatments.
• Tatarian honeysuckle has been found in Segments 1-8. Significant populations have been
managed in Segments 2, 3, 4A, 6, and 7A using cut stump and herbicide treatments. Seedlings
and saplings continue to occur in all previously managed areas and require on -going foliar
spray treatments.
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Page I 13
• Black locust (Robinia pseudoacacia) has been only found in Segments 1-3. All mature trees
have been cut and removed from the previous dense stand located adjacent to Jeffers Pass
NW, but occasional seedlings and saplings continue to develop in the immediate vicinity of
the treatment areas.
• White poplar (Populus alba) has been only found in Segment 1 adjacent to Jeffers Elementary
School. Although this species is not listed as a terrestrial invasive species by MNDNR, it was
decided to remove the few trees that occurred within the reach before it could spread to the
adjacent woodlands and other segments along the PLOC.
2.4.2. 2018 Management Activities
Three vegetation inspections are to be completed in 2018: one completed during spring (early May),
one completed during summer (early July), and one to be completed during fall (September). The
purpose of the summer inspection will be to readily identify invasive species that have not developed
in spring (such as purple loosestrife and wild parsnip) so AES can promptly manage these target
invasive species before they produce seeds. FOR will communicate with PLSLWD and AES staff after
each inspection to report and discuss findings which will be used to help guide the timing of
treatments proposed during the year.
AES will cut and treat woody and herbaceous vegetation on three separate trips. The spring trip will
target garlic mustard (and wild parsnip if possible), the summer trip will target thistles, wild parsnip,
purple loosestrife, and possibly crown vetch, and the fall trip will target woody invasive species.
Common buckthorn will be managed in Segments 2, 3, and 7B, and black locust will be managed in
Segments 1-3. If budget allows, management of woody invasive species in Segment 4A is proposed if
landowner approval can be obtained.
Herbaceous vegetation will be managed in Segments 1, 4A, 4B, 5A, 6, and possibly 7A, specifically:
Segment 1- wild parsnip, thistle species
Segment 4A - purple loosestrife, garlic mustard, wild parsnip
Segment 4B - thistle species
Segment 5A - garlic mustard, purple loosestrife (immediately downstream of County Road 16)
Segment 6 - purple loosestrife (downstream of Deans Lake Weir)
Segment 7A - purple loosestrife and crown vetch (if budget is available)
In addition, ongoing biological control of leafy spurge will be conducted in 2018 in Segment 7A. The
success of this treatment method largely depends of the density of leafy spurge and the species of
beetle released. Typical release sites require at least 1/Z acre of leafy spurge to establish and maintain
a population of flea beetles. Segment 7A contains the greatest density of leafy spurge along the PLOC,
covering approximately 3 acres within the easement alone. The following excerpt from the University
of North Dakota extension service discusses the use of flea beetles to control leafy spurge:
"If a flea beetle population becomes established but does not control leafy spurge, perhaps a second
release of the same and/or different species will improve control. However, if the insect population does
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not increase after multiple releases, the site may not be suitable forAphthona spp. to control leafy
spurge. Each Aphthona spp. requires a slightly different type of habitat for survival.
Also, Aphthona spp. generally will not establish at sites with excess moisture, long periods of shade, very
sandy soil, high leafr spurge density, or poor snow cover in the winter. Of these problems only the density
of the leafr spurge stand can be altered. Herbicide application in the fall and sheep orgoat grazing from
mid -May until mid -August will reduce the leafr spurge density and both methods are compatible with
flea beetles.
Unlike herbicides, biological control agents do not provide predictable, consistent levels of leafy spurge
control. Often Aphthona spp, take several years to become established and then require several more
years to reduce a leafy spurge stand. Wide -scale rapid reduction of leafy spurge infestations are so far
the exception, not the rule. Biological control of leafy spurge with flea beetles is not a "quick fix" and a
land manager must practice patience when using this control method."2
Based on this information, a third beetle release is proposed in 2018 in Segment 7A. Beetles will be
collected from a known source zone located near the site and will be released in three separate areas
along the segment. All release locations will be surveyed with GPS to aid in monitoring the
effectiveness of the beetle release. For reference, the beetle local source zone is located in the grassy
area immediately south of Park Drive and east of Valley Park Drive near Valley Fair (Scott County).
2.4.3. Future Priority Areas & Recommendations
Monitoring populations of garlic mustard in managed areas will help determine the effectiveness of
mechanical removal and herbicide treatment of this species. As noted above, the large population at
the downstream end of Segment 4B, just upstream of the cattle pasture, has been nearly eliminated
through routine manual cutting efforts. The cutting efforts were conducted when the garlic mustard
was starting to flower (typically early to mid -May). Cutting dense populations of garlic mustard
within easement areas will reduce the seeding potential to downstream segments, but complete
eradication of this species within the PLOC is not possible since larger populations exist outside of
the easements. It is not recommended to treat garlic mustard with herbicides in areas that contain a
diverse native understory since the application could negatively impact native vegetation growing
within the treatment areas.
Leafy spurge should be managed using biological and/or mechanical methods in Segments 4 and 7A.
Herbicides are not recommended to treat leafy spurge in these two segments since the leafy spurge
grows in close association with native species that could be negatively affected by herbicide use,
particularly in Segment 7 where remnant populations of prairie blue-eyed grass, puccoon, large
beardtongue, spotted horsemint, leadplant, silky prairie clover, prairie coreopsis, spiderwort, white
sage, and other native grasses and forbs have been documented. The leafy spurge in the remaining
segments of the PLOC could be targeted with herbicides or other methods, if warranted. It is
recommended several species of flea beetles should be released in Segment 7A following guidance
from Minnesota Department of Agriculture and the University of North Dakota extension service.
Beetle releases should be conducted for a minimum of two consecutive years in areas where the
beetles have not become established. Any mowing activities proposed should be performed before
the plants begin flowering (mid -May to early June).
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Woody invasive species that occur within the unmanaged areas in Segments 1-8 should be cut and
the stumps treated with a glyphosate solution if funding and/or landowner approval can be secured.
Removal of these species will promote the growth of an herbaceous ground layer by enabling light to
reach the ground surface. The increase in light may also encourage the growth of other invasive
species (i.e. garlic mustard); therefore, close monitoring and maintenance should be conducted if this
option is implemented. If management is implemented in these segments, routine maintenance and
spot treating will be necessary to limit re -infestation of invasive species since significant populations
of several species (i.e. common buckthorn and garlic mustard) occur adjacent to the PLOC corridor.
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Page I 16
3. IMPLEMENTATION PLAN
Of the channel conditions (capacity, stability, easements, and invasive species) assessed as part of
this master plan, the primary condition in need of attention and annual budgeting for future special
projects is the areas of remaining bank instability. In addition, it is recommended that the
Cooperators consider increased annual budgets for channel inspection of areas to be repaired by
FEMA funding for potential future maintenance as well as increased invasive species management in
Segment 7.
3.1. Bank Repair Cost Estimation
A standard bank stabilization practice was used to develop preliminary estimates of probable cost to
address the remaining channel instabilities following the FEMA funded repair project (starting in
2018). This standard practice includes re -shaping the stream banks to a 3:1 slope and installing
native seed (MNDOT mix 34-261), hydromulch material (Type 8 fiber matrix), erosion control
blanket (100% biodegradable woven coir fiber), and boulder toe. The estimated costs shown in Table
3-1 are based on typical application rates and quantities of material used for standard bank
stabilization. This includes installing boulder toe at a rate of 0.2 tons of rock per linear foot, installing
erosion control blanket on all disturbed slopes, applying hydromulch a rate of 2,500 pounds per acre,
and applying native seed at a rate of 32 pounds per acre. Project design, mobilization, and site
clearing/ grubbing costs are included in the preliminary estimates of probable cost. The estimated
costs assume that there are no additional costs associated with obtaining temporary construction
access easements. Appendix E includes a table of individual channel banks that will require bank
stabilization practices following the FEMA funded project starting in 2018 as well as the estimated
costs by segment. Costs would be funded per the cost -share allocation percentage approved by the
PLOC MOA.
Also included in Appendix E is a table of channel banks recommended for monitoring following the
proposed project in 2018. It is recommended that stabilization projects implemented in each
segment should be inspected over the next 3 years to assess vegetation establishment and to direct
site repairs as needed.
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Table 3-1. Summary of Remaining Bank Stabilization and Sediment Removal along the PLOC &
Estimated Costs per Segment (following bank stabilization activities in 2018)
Segment
Remaining Bank Erosion [feet]
101
Preliminary Estimate of Probable Cost
$6,500
1
2
176
$11,000
3
38
$2,500
4
1,499
$73,000
5
3,776
$336,000
6
2,007
$111,500
7
285
$15,000
8
2,274
$132,500
Total
10,156
$688,000
3.2. Implementation Schedule
The activities listed below are not inclusive of all Prior Lake Outlet Channel MOA operations; they are
intended to be considered as special projects during the establishment of annual budgets. Actual
costs may vary from those listed here based on future inspection of channel bank stability conditions
and potential for additional erosive flows within the channel.
It has been observed that the sediment accumulated in Segments 5a and 5b that were not eligible for
FEMA Public assistance dollars is migrating downstream to Segment 5c and will need to be removed
in the future. It is recommended that this work be scheduled after completion of the City of Shakopee
Segment 5 Re -Meandering Project. The preliminary estimate of probable cost included in Table 3-2
is 1.25 times the cost to complete this work in 2017/18.
E O R : °,,. t e r III e t; ct III o ''; !1„,,,,,, . ,0 nm ni,w n ii t °)1(
Page 76 of 164
Page I 18
Table 3-2. Five -Year Implementation Plan
ACTIVITY
Bank Repair
2019
$150,000
2020
$206,000
2021
$88,000
2022
$111,500
2023
$132,500
Segment 1
$6,500
Segment 2
$11,000
Segment 3
$2,500
Segment 4
$73,000
Segment 5A-B
$150,000*
Segment 5C
$186,000**
Segment 6
$111,500
Segment 7
$15,000
Segment 8
$132,500
Bank Inspection
$7,500
$7,500
$7,500
$7,500
$7,500
Invasives Mgmt.
$7,500
$7,500
$5,000
$5,000
$5,000
TOTAL
$165,000
$221,000
$100,500
$124,000
$145,000
The cost estimates listed above are 2018 present value.
* Contribution towards City of Shakopee Segment 5 Channel Re -meandering Project
** Cleanout of the Pike Lake Road box culverts and downstream sedimentation pond
3.3. Implementation Roles
As per standard practice, bank repair design and construction, bank inspections, and invasive species
management will continue to be managed by the PLSLWD on behalf of the MOA Cooperators. Draft
bank repair plans will be reviewed by the TAC and approved by the Cooperators.
It is envisioned that Segment 5C re -meandering will be managed by the City of Shakopee, with plan
review by the TAC and approval by the Cooperators.
Maintenance and reconstruction of crossings is the responsibility of the owner (whether public or
private entity). If a crossing identified as under -capacity (or any other crossing) is proposed to be
reconstructed, the owner must obtain MOA Cooperator approval.
E O R : . ter e °w III o '; °,,,° c 0 rin iii ,w ri t ° �,
Page 77 of 164
Page I 19
REFERENCES
1. Minnesota Department of Natural Resources. 2015. The Minnesota Department of Natural
Resources Website (online). Accessed Jan. 13, 2015 at mndnr.gov/copyright. Minnesota
Department of Natural Resources 500 Lafayette Road St. Paul, MN 55155-4046
http://www.dnr.state.mn.us/invasives/terrestrialplants/index.html
2. Biological Control of Weeds: How to Successfully Release Leafy Spurge Flea Beetles. North
Dakota State University. J.J. Knodel.
http://www.ag.ndsu.edu/griggscountyextension/biological-control-of-weeds-
1/biological-control-of-weeds-how-to-successfully-release-leafy-spurge-flea-beetles
E O R : •IN :: e iii,or, III lop 9,III w o iii orroo 000.„1 on III Ol:
Page 78 of 164
Page 120
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Description/Scope
Construction of outlet
pipe, necessary
channel connections
and improvements
Gabion checkdams,
erosion control,
culvert repairs
Replace culverts,
widen channel,
seeding
Sediment removal,
culvert installation,
riprap placement,
diversion structure
Sediment removal,
tree removal, riprap,
turf placement
Culvert repairs,
sediment removal,
riprap, rockfill weirs
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Project 76-
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Page 79 of 164
Project
Description/Scope
Construction of
crossing at Squires
driveway
Rockfill baffles,
culvert replacement,
erosion control,
fencing on Hanson
property
Channel regrading,
rock baffles, riprap
placement and stump
removal (Jeffers)
Outlet repair (Jeffers),
dredging (Kes
culvert), riprap (Camp
Kici Yapi)
Repair field road
crossing, remove
sediment from pond
Remove sediment
from culvert, riprap
bridge embankment
Temporary channel
realignment to
accommodate
sanitary sewer
installation, new box
culverts under
highway
Sediment removal,
repair field road
crossing
Segment Location
2 Squires
driveway
varies
Jeffers outlet,
South of CR
16,
Meadowbrook
Run
development
Jeffers Upper
Pond, Hanson
property, Kes
property,
Camp Kici
Yapi
Field road,
pond
Kes Driveway,
Camp Kici
Yapi bridge
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Squires 1987 culvert
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1994 Jeffers Repairs
1994 Repairs
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place riprap, gabions,
excavation/fill
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new concrete,
reinforce with steel,
install trash grate
Sediment removal,
temporary
sedimentation basin
Bank stabilization
Backfill/resloping of
banks, riprap
placement, riprap
check dams,
vegetation
Debris removal,
removal of winter -kill
carp plugging outlet
structure
Installation of riprap
and aggregate
Planting willow stakes
to prevent erosion
Segment Location
properties,
Dean Lake
Hanson
crossing
Outlet
Structure
Straight
segment East
of Dean Lake
(Shutrop and
Hanson
properties)
Camp Kici
Yapi
North of
Jackson Tr,
East of Pike
Lake Rd
Jeffers Pond
Pavlish and
Kinney
Crossings
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north of Hwy
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Removal
Project
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Channel
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Removal
Project
2000 Outlet
Channel
Maintenance
Project
2000 Outlet
Channel
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Project
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Page 81 of 164
Project
Description/Scope
Riprap and gabion
placement, backfill
Construction of
gabion drop structure,
miscellaneous repairs,
protect interceptor
pipe sewer line
Installation of a
second culvert at
crossing
Tree removal, erosion
control, debris
removal,
reconstructed outlet
for Lower Jeffers Pond
Tree revetment, bank
stabilization
Culvert lining, bank
stabilization
Tree removal, erosion
control, debris
removal, fencing,
cattle crossing
Segment Location
Various
2 locations
along
Se ment 2
South of Hwy
101, North of
Shakopee
Bypass
Kinney
driveway
Lake outlet to
Jeffers Pond
North of
Gabion
structure, on
East bank of
channel
Immediately
south ofCR16
Entirety of
Segment 4B,
immediately
south ofCR16
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O
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Improvement
Project -
Phase 1
File Name
2001 Maintenance
Gabion Drop Structure
Kinney Crossing
FOLDER: IP Phase 1 - 1
Gabion Bank Repairs
CR 16 Culvert Replacement
FOLDER: IP Phase 1 - 4B
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Page 82 of 164
Project
Description/Scope
Channel realignment
due to development
Construction of an
outlet structure and
bypass control
structure for Dean
Lake
Sediment removal
Erosion control,
excavation/fill
Channel stabilization
Culvert replacement
Earthwork, tree
management, channel
stabilization,
Replacement of
culvert at northern
end of Segment 8
Segment Location
Riverside
5 Bluffs
development
Dean Lake
Pike Lake
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segment
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file within
permit folder
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and 7
File Name
FOLDER: Riverside Bluffs
FOLDER: Dean's Lake Bypass
IP Phase 2
FOLDER: IP Phase 3 - 5C
FOLDER: Seg 7b
FOLDER: Seg 8 culvert
replacement
FOLDER: 2009-2010 I-F work
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Page 83 of 164
Project
Description/Scope
Erosion control,
construction of new
outlet structure,
temporary coffer dam,
muck excavation,
vegetation
Culvert replacement
Repair of partially
washed out culverts
Repair gully washout,
construct berm,
sediment removal,
tree removal
Installation of new
culvert
Stabilize erosion on
right bank
Culvert replacement
Installation of box
culverts to allow
access to Quarry Lake
Park
Replacement of
original culvert,
upsizing to 42"
Repair existing
culvert
Culvert Replacement
Segment Location
OS Outlet
Structure
Squires
driveway
USFWS
driveway
Quarry Lake
Pike Lake Rd
Pike Lake Tr
to culvert
below Jackson
Tr
Jackson Tr
crossing
Quarry Lake
Park crossing
Gonyea
crossing
Kes culvert
CR 16
crossing
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File Name
FOLDER: Quiring LLC
FOLDER: Squires
2012 PLOC Operations
Report Final
FOLDER: Quarry Lake
Overflow 2011
2013 PLOC Operations
Report - FINAL
2014 Jan - Segment 4A Design
Scope
FOLDER: 2013 Jackson Trail
culvert replacement
FOLDER: Valley Park
FOLDER: 2013 Gonyea
culvert replacement
2014 PLOC Operations
Report_FINAL
FOLDER:
0088_CR_16_Culvert_Replace_
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Page 84 of 164
Project
Description/Scope
Removal of old
culvert, repairs to
road, construction of
emergency overflow
Channel realignment
and stabilization
Crossing removed and
restored to native
conditions
Tree and debris
removal
Culvert repairs
Manhole repairs,
smoothing, sealing of
leaks
Temporary channel
realignment to
accommodate
sanitary sewer
maintenance
Pipe reaming, grout
joints
Sediment removal,
partially FEMA public
assistance funded
Bank stabilization,
riprap placement,
rock vanes, live stakes
Segment Location
3 Camp Kici
Yapi crossing
Intersection
of Pike Lake
Rd
USFWS
service trail
Varies
Kes field
crossing, Pike
Lake Park
Crossing,
Gonyea
crossing
Outlet pipe
Union Pacific
and Hwy 101
culverts
Outlet Pipe
Intermittent
locations
between CR
16andCR21
Varies
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Blue Lake
Sanitary
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a)
O
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Silt and
Sediment
Control
Project
Bank Erosion
Project
File Name
FOLDER: YMCA Culvert (Kici
Yapi) review
FOLDER: Jerry Miller 4a
2015 PLOC Operations
Report_FINAL
2015 PLOC Operations
Report_FINAL
2016 PLOC Operations
Report_FINAL
FOLDER: Manhole Smoothing
FOLDER: MCES Blue Lake
Sanitary Sewer Rehab Project
FOLDER: Grouting
2017 PLOC Operations
Report_Final
2017 PLOC Operations
Report_Final
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APPENDIX C. 2014 BANK EROSION INVENTORY AND 2018 PROPOSED BANK
STABILIZATION SITES
The figures in this appendix provide all locations of bank erosion from 2014 along with sites
proposed for stabilization in 2018. There may be small gaps between figures where the channel
alignment is not displayed. The reaches not displayed did not experience bank erosion and were not
listed in the inventory.
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Page 97 of 164
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Legend
Bank Failures 2014
Iiimmion High
Moderate
Low
aft flar.".""lf Mx/ N
1,11
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FEMA Funded Repair Area
000 o10000010000000
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Segment 1
(Upper Reach)
Feet
1 00
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Page 98 of 164
Page I C-2
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Legend
Bank Failures 2014
immomin High
Moderate
Low
FEMA Funded Repair Area
PLSLWD
Segment 1
(Middle Reach)
Feet
100
E 0 R : 1,11N u o r o o III LI o vrii orn n
Page 99 of 164
Page I C-3
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Legend
Bank Failures 2014
ammili High
Moderate
.L1, Low
FEMA Funded Repair Area
PLSLWD
Segment 1
(Lower Reach)
Feet
0 100
IIM=C31
E 0 R : 1,1„N r o ,L1 o colp ,i1), III LI ovrii flH n
Page 100 of 164
Page I C-4
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Legend
Bank Failures 2014
Iiimmion High
Moderate
Low
111111.10000000.1111 1'111110
111111111111111 11 11111111
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eg
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PLSLWD
Segment 2
(Upper Reach)
Feet
100
E 0 R u r c L o ,1,1,1,0 D11 DTDu ,
Page 101 of 164
Page I C-5
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Legend
Bank Failures 2014
Iiimmion High
Moderate
0000000. Low
FEMA Funded Repair Area
PLSLWD
Segment 2
(Middle Reach)
Feet
100
E 0 R 1111N loot r o, oL D11 rirvu ,
Page 102 of 164
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Legend
Bank Failures 2014
immomin High
Moderate
Low
FEMA Funded Repair Area
If 4,
PLSLWD
Segment 2
(Lower Reach)
Feet
100
E 0 R : 1,11N u o r o o III LI o vrii orn n y
Page 103 of 164
Page I C-7
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Legend
Bank Failures 2014
amENEND High
Moderate
Low
FEMA Funded Repair Area
PLSLWD
Segment 3
(Upper Reach)
Feet
100
E 0 R : L fly1 m
Page 104 of 164
Page I C-8
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Legend
Bank Failures 2014
Iiimmion High
Moderate
Low
FEMA Funded Repair Area
PLSLWD
Segment 3
(Lower Reach)
Feet
100
E 0 R : I'd r o 3 o Li 3 onimun,, s„„
Page 105 of 164
Page I C-9
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Legend
Bank Failures 20,14
Immmi High
Moderate
7777 Low
FEMA Funded Repair Area
PLSLWD
Segment 4
(Middle Reach)
Feet
1 00
E 0 R 1,11N r o oL D11 rirvu ,
Page 107 of 164
Page I C-11
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Legend
Bank Failures 2014
High
Moderate
Low
FEMA Funded Repair Area
Previously Repaired
PLSLWD
Segment 4
(Lower Reach)
Feet
0 1 00
IIM=1=31
11
E 0 R 1111N r 111 lc oL D11 riry
Page 108 of 164
Page I C-12
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'1111111111 I 1114111111,71) i010,100 1 11111111111 01,
110 11,11,11,11,1111 1111
010,
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111111111111111111111111,
1111111111111111111111111
1 11111110,111.111 1 1111111111111 I, 1111111111111111
It 1 11, 111111111111111111111111111111111111
111111°41111,11,01 111111111111111
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101; 102 f111 41,4 In t
Legend
Bank Failures 2014
immomin High
Moderate
Low
FEMA Funded Repair Area
Previously Repaired
PLSLWD
Segment 5
(Upper Reach)
Feet
0 100
1==1
E 0 R : 100N L, "o r o 01,0,01 „:000, r,1 riry
Page 109 of 164
Page I C-13
[1:
0'1
L
Legend
Bank Failures 2014
immomin High
Moderate
Low
,11 1, 111 r0rrr,olr111111111111
.'ll''',1'''71111'1'1111'11111,1101'''0110:re.101411101111.11.11111011111111111111111
111111111111111111
1111111111111111111111111111111111111111111111111111111111111111111;
0,0 I
FEMA Funded Repair Area
11,11,11,,,o'I'1111„ „11 1,41111,110:1111,1
11,111 01
4 'III 111,1111 1 1111 11,111,111,111,11,11,11.1,01„,'
1111,0 r111111,111
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/
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1.0000
Segf5/LBZ7
,,
111111111111111111111111
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11111111hoolooloolooloolooliolooloolooloolooloolooloolooloolo,000000000001,101111111111111111111111111111111111111‘11'111111111111111111111111 1111111111111111111111111111111111'111111111111111111111111 11111111111111111111111111111111111111111111111111111111111,1,11111111111111111111111111111111111111111111,1111111111111111111111i111111111111111111111111111111111illiillli0
i111111100000000j0000lloolll1111I!v10,1o:!11,00),o,0000000000000,o,vvv,v,,,v\11,1,1,1,1,1,1,1,1,1,1,1,101,1,1,101,1,1,1,1,1,1,1,,I,1010,11111111111111!!Illivilii
111011,1111111111101,0111111111111 l'10111!,111,,;1101111111,11,11111111111111111Loolo
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1111111111
roorior11.1111:11.1111111111111111111111111111111111111,1111111111111111111111111111111,111111111111 1101'1111111111111111111111111191D'I'll11111111111!1\'1
11111111
11,111,11,1
PLSLWD
Segment 5
(Middle Reach E)
Feet
0 1 00
M=M=I
E 0 R : 101N u ,o r L o
Page 110 of 164
Page I C-14
L
IT;
1111111111101„,,, 1,,,,,01,111111
Legend
Bank Failures 2014
amENEND High
Moderate
lD
loll,
111111„,,,1,11;;,111,111011111111111111111111111111111111,11
FEMA Funded Repair Area
111111111111111111111111111111111111111111111
PLSLWD
Segment 5
(Middle Reach W)
Feet
0 1 00
====I
E 0 R : u r o ,1,1,1,L D11 m ,
Page 111 of 164
Page I C-15
1111111111111111
1111111111
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444444444 4444 111000000o IIIIIIIIIIIIIIIIII1'11144444444444444444444444i4444iii111'141414441
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Legend
Bank Failures 2014
amENEND High
Moderate
FEMA Funded Repair Area
tt,
f4' 4444--444
PLSLWD
Segment 5
(Lower Reach)
Feet
100
E 0 R : 44.44 o r L o vrii 441444 n 444
Page 112 of 164
Page I C-16
cf.
a
Lry
Legend
Bank Failures 2014
Iiimmion High
Moderate
FEMA Funded Repair Area
illohoii0000000l000v000000000000000000001oholo
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PLSLWD
Segment 6
(Upper Reach)
Feet
0 100
ICC!
E 0 R : L0 ,n
Page 113 of 164
Page I C-17
L
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111 1 1 1111111111111,1 1111,1:1,11,1,111von111,111111111111111111111111111111111111111010,001111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
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111, 1,1010 1 1,, , 1,11,111111\ '11 1
Legend
Bank Failures 2014
imommon High
Moderate
Low
FEMA Funded Repair Area
PLSLWD
Segment 6
(Lower Reach)
Feet
100
E 0 R : I'd r o oly,L D11 D-r„ u ,
Page 114 of 164
Page I C-18
ttt,
4
0 0,
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Legend
Bank Failures 2014
Iiimmion High
Moderate
FEMA Funded Repair Area
PLSLWD
Segment 7
(Upper Reach)
Feet
100
E 0 R : u ot) r o o 01,/ r.on vriry
Page 115 of164
Page I C-19
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04/
I
Seg r L/B99
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11111 1 0
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Legend
Bank Failures 2014
011.111.1.1 High
Moderate
FEMA Funded Repair Area
PLSLWD
Segment 7
(Middle Reach)
Feet
0 100
IM==11
E 0 R : u r c o ,1,1,1,L D11 m n y
Page 116 of 164
Page I C-20
L
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Bank Failures 2014
amENEND High
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Page 117 of 164
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Bank Failures 2014
li•ENEND High
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PLSLWD
Segment 8
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Page 118 of 164
Page I C — 2 2
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Bank Failures 2014
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Page 119 of 164
Page I C - 2 3
APPENDIX D. EASEMENT MAPS
E 0 R : 'w a. t e or III E00000 c o III o "w y' III co o m norl u on III rt ° °, Page I ID-1
Page 120 of 164
APPENDIX E. 2018 POST -CONSTRUCTION MONITORING SITES & FUTURE BANK
STABILIZATION AREAS WITH PRELIMIARY ESTIMATES OF PROBABLE
COST
Appendix E includes two sets of tables for each segment. The first outlines the locations in need of
future stabilization, while the second identifies locations to monitor after FEMA funded stabilization
in 2018.
Table E-1. Segment 1 Future Bank Stabilization Areas
Bank ID Location
Seg 1_LB9
Seg 1_RB10
Left Bank
Right Bank
Length
[ft.]
33
68
Average Max
Height Height
[ft.] [ft.]
2.8
2.6
2.8
3.0
Priority
Ranking
Low
Low
Preliminary
Estimate of
Probable Cost
$1,995
$4,111
Total
Length
101
Segment
Cost
$6,500
Table E-2. Segment 1 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Seg 1_LB1
Location
Left Bank
Stabilized
Length
[ft.]
370
Seg 1_RB2
Right Bank
373
Seg 1_RB3
Right Bank
34
Seg 1_RB4
Right Bank
135
Seg 1_RB5
Right Bank
63
Seg 1_LB6
Left Bank
138
Seg 1_RB7
Right Bank
381
Seg 1_LB8
Left Bank
207
Seg 1_RB11
Right Bank
68
Seg 1_RB12
Right Bank
126
Seg 1_LB13
Left Bank
121
Seg 1_LB14
Left Bank
61
Total Length
2077
E O R : w a. t e r III ir,,,,,,11, all:. III o" y comma a on III t ° �°, Page I E-1
Page 121 of 164
Table E-3. Segment 2 Future Bank Stabilization Areas
Bank ID
Seg 2_LB23
Location
Length
[ft.]
Average
Height
g
[ft.]
Max
Height
g
[ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
$1,175
Left Bank
19
6.5
7.0
High
Seg 2_RB25
Right Bank
28
1.7
2.2
Low
$1,731
Seg 2_L26
Left Bank
9
1.8
2.0
Low
$556
Seg 2_RB27
Right Bank
14
2.1
2.2
Low
$866
Seg 2_L30
Left Bank
44
2.0
2.4
Low
$2,720
Seg 2_L32
Left Bank
25
1.0
1.0
Low
$1,546
Seg 2_R34
Right Bank
22
2.1
3.3
Moderate
$1,360
Seg 2_RB35
Right Bank
15
1.5
2.5
Low
$927
Total
Length
176
Segment
Cost
11 $ '000
Table E-4. Segment 2 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Seg 2_RB15
Location
Right Bank
Stabilized
Length [ft.]
25
Seg 2_LB 16
Left Bank
161
Seg 2_R17
Right Bank
71
Seg 2_L18
Left Bank
35
Seg 2_LB19
Left Bank
80
Seg 2_R20
Right Bank
200
Seg 2_LB21
Left Bank
142
Seg 2_R22
Right Bank
58
Seg 2_L24
Left Bank
160
Seg 2_L28
Left Bank
86
Seg 2_RB29
Right Bank
97
Seg 2_RB31
Right Bank
166
Seg 2_LB33
Left Bank
104
Seg 2_R36
Right Bank
84
Seg 2_LB37
Left Bank
149
Seg 2_R38
Right Bank
43
Seg 2_LB39
Left Bank
27
Seg 2_R40
Right Bank
82
Seg 2_LB41
Left Bank
78
Seg 2_L42
Left Bank
14
Total Length
1862
E O R : 'IN. t a r IIIwqw III,,. ii iii1 0 ei, ,t yPage I E - 2
Page 122 of 164
Table E-5. Segment 3 Future Bank Stabilization Areas
Bank ID
Seg 3_LB51
Location
Length
[ft.]
Average Max
Height Height
g g
[ft.] [ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
$763
Left Bank
14
2.5
3.0
Low
Seg 3_RB53
Right Bank
24
1.4
2.3
Low
$1,307
Total
Length
38
Segment
Cost
2 500
$'
Table E-6. Segment 3 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Seg 3_RB43
Location
Right Bank
Stabilized
Length
[ft.]
157
Seg 3_L44
Left Bank
71
Seg 3_LB45
Left Bank
83
Seg 3_R46
Right Bank
108
Seg 3_LB47
Left Bank
22
Seg 3_L48
Left Bank
130
Seg 3_RB49
Right Bank
46
Seg 3_L50
Left Bank
112
Seg 3_R52
Right Bank
34
Seg 3_L54
Left Bank
132
Total Length
895
E O R : 'IN. t a r IIIwqw III,,. ii iii1 0 ei, ,t yPage I E - 3
Page 123 of 164
Table E-7. Segment 4 Future Bank Stabilization Areas
Bank ID
Seg 4_LB55
Location
Length
[ft.]
Average
Height
g
[ft.]
Max
Height
g
[ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
Left Bank
10
1.4
2.0
Low
$484
Seg 4_LB56
Left Bank
139
1.7
2.5
Low
$6,724
Seg 4_RB57
Right Bank
220
1.3
1.7
Low
$10,642
Seg 4_RB58
Right Bank
58
2.7
4.0
Moderate
$2,806
Seg 4_LB59
Left Bank
263
1.4
2.0
Low
$12,722
Seg 4_RB60
Right Bank
152
0.9
1.0
Low
$7,353
Seg 4_RB62
Right Bank
196
1.5
2.5
Low
$9,481
Seg 4_LB63
Left Bank
260
1.3
1.5
Low
$12,577
Seg 4_RB65
Right Bank
166
2.2
2.3
Low
$8,030
Seg 4_RB66
Right Bank
35
1.2
1.3
Low
$1,693
Total
Len th
g
1499
Segment
Cost
73 000
$ '
Table E-8. Segment 4 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Seg 4_RB61
Location
Right Bank
Stabilized
Length
[ft.]
585
Seg 4_RB62
Right Bank
75
Seg 4_LB64
Left Bank
482
Seg 4_LB67
Left Bank
606
Seg 4_RB68
Right Bank
783
Seg 4_LB69
Left Bank
185
Total Length
2716
E O R : "IN a. t a iii w q w o III o, g ,, 0 . ii iii1 0 ai,lii l °,, Page I E - 4
Page 124 of 164
Table E-9. Segment 5 Future Bank Stabilization Areas
Bank ID
Location
Length
[ft.]
Average
Height
g
[ft.]
Max
Height
g
[ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
Seg 5_LB74
Left Bank
326
1.6
2.3
Low
$17,671
Seg 5_RB76
Right Bank
276
1.8
2.5
Low
$14,961
Seg 5_LB77
Left Bank
11
1.2
1.4
Low
$596
Seg 5_RB78
Right Bank
73
0.6
0.6
Low
$3,957
Seg 5_LB79
Left Bank
67
1.2
1.3
Low
$3,632
Seg 5_RB80
Right Bank
173
1.3
2.0
Low
$9,378
Seg 5_LB81
Left Bank
141
1.2
1.5
Low
$7,643
Seg 5_LB82
Left Bank
227
1.6
2.5
Low
$12,305
Seg 5_RB83
Right Bank
28
1.0
1.0
Low
$1,518
Seg 5_RB84
Right Bank
22
1.6
2.5
Low
$1,193
Seg 5_RB85
Right Bank
50
1.4
1.8
Low
$2,710
Seg 5_RB86
Right Bank
83
2.0
2.5
Low
$4,499
Seg 5_RB87
Right Bank
128
2.7
6.0
High
$6,938
Seg 5_LB88
Left Bank
24
1.2
1.2
Low
$1,301
Seg 5_LB89
Left Bank
145
2.1
3.0
Low
$7,860
Seg 5_LB90
Left Bank
96
1.8
2.6
Low
$5,204
Seg 5_RB91
Right Bank
49
1.8
2.2
Low
$2,656
Seg 5_LB92
Left Bank
155
2.1
3.0
Low
$8,402
Seg 5_RB93
Right Bank
133
1.8
2.0
Low
$7,209
Seg 5_RB94
Right Bank
786
2.5
3.3
Moderate
$42,606
Seg 5_LB95
Left Bank
783
2.9
5.0
High
$42,443
Total
Length
3776
Segment
Cos t
205 000
$ '
Table E-10. Segment 5 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Location
Stabilized
Length
[ft.]
Seg 5_RB72 Right Bank
90
Total Length
90
E O R : "IN a. t a iii w q w o III o, g ,, 0 . ii iii1 0 ai,lii l °,, Page I E - 5
Page 125 of 164
Table E-11. Segment 6 Future Bank Stabilization Areas
Bank ID
Seg 6_RB131
Location Length
[ft.]
Average Max
Height Height
g g
[ft.] [ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
$54,019
Right Bank
974
2.2
3.0
Low
Seg 6_LB132
Left Bank
913
2.5
3.2
Moderate
$50,636
Seg 6_LB133
Left Bank
120
2.0
3.0
Low
$6,655
Total
Len th
g
2007
Segment
Cost
111 500
$ '
Table E-12. Segment 7 Future Bank Stabilization Areas
Bank ID
Seg 7_RB101
Location Length
[ft.]
Average Max
Height Height
g g
[ft.] [ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
$9,144
Right Bank
175
2.0
4.2
Moderate
Seg 7_LB 104
Left Bank
29
1.0
1.0
Low
$1,515
Seg 7_LB105
Left Bank
81
1.9
2.0
Low
$4,233
Total
Length'
285
Segment
Cost
15 $000
E O R : "IN a. t a iii w q w o III o, g ,, 0 . ii iii1 0 ai,lii l °,, Page I E - 6
Page 126 of 164
Table E-13. Segment 7 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Seg 7_RB96
Location
Right Bank
Stabilized
Length
[ft.]
32
Seg 7_LB97
Left Bank
52
Seg 7_RB98
Right Bank
156
Seg 7_LB99
Left Bank
29
Seg 7_LB100
Left Bank
68
Seg 7_RB101
Right Bank
220
Seg 7_LB 102
Left Bank
49
Seg 7_LB 103
Left Bank
149
Seg 7_RB106
Right Bank
39
Seg 7_RB107
Right Bank
124
Seg 7_LB 108
Left Bank
143
Seg 7_LB 109
Left Bank
98
Seg 7_LB110
Left Bank
52
Seg 7_RB111
Right Bank
81
Seg 7_RB112
Right Bank
52
Seg 7_RB134
Right Bank
52
Seg 7_RB135
Right Bank
122
Total Length
1518
E O R : "IN o . t a r III lot,,,,,11,.c o III o g tit III c ct re lo oo.,1 on III 1: ° °
Page 127 of 164
Page I E-7
Table E-14. Segment 8 Future Bank Stabilization Areas
Bank ID
Location
Length
[ft.]
Average
Height
g
[ft.]
Max
Height
g
[ft.]
Priority
Ranking
Preliminary
Estimate of
Probable Cost
Seg 8_LB 114
Left Bank
29
1.3
2.5
Low
$1,690
Seg 8_RB115
Right Bank
69
2.2
3.8
Moderate
$4,020
Seg 8_RB116
Right Bank
108
1.6
3.1
Low
$6,292
Seg 8_LB 117
Left Bank
13
1.0
1.0
Low
$757
Seg 8_LB118
Left Bank
44
1.8
3.5
Moderate
$2,563
Seg 8_LB119
Left Bank
162
2.0
3.2
Moderate
$9,438
Seg 8_LB120
Left Bank
122
2.3
4.0
Moderate
$7,108
Seg 8_RB121
Right Bank
80
2.4
4.5
High
$4,661
Seg 8_RB122
Right Bank
150
1.8
4.2
Moderate
$8,739
Seg 8_RB123
Right Bank
95
2.6
4.2
Moderate
$5,535
Seg 8_LB124
Left Bank
820
2.7
6.5
High
$47,773
Seg 8_RB125
Right Bank
89
3.5
8.0
High
$5,185
Seg 8_RB126
Right Bank
230
2.4
5.0
High
$13,400
Seg 8_RB127
Right Bank
48
2.0
3.2
Moderate
$2,796
Seg 8_RB128
Right Bank
12
2.0
3.5
Moderate
$699
Seg 8_RB129
Right Bank
120
4.4
8.0
High
$6,991
Seg 8_LB 130
Left Bank
83
1.4
2.3
Low
$4,836
Total
Length
2274
Segment
Cos t
132 500
$ '
Table E-15. Segment 8 Banks to Monitor Following the FEMA Funded Bank Repair Project (2018)
Bank ID
Location
Stabilized
Length
[ft.]
Seg 8_LB124
Left Bank
550
Seg 8_RB126
Seg 8_RB129
Right Bank
Right Bank
Total Length
465
129
1144
EOR: W a. t e r III0 :)1/, II
'111 III 1,„I on" t
Page 128 of 164
Page I E-8
10.A.
Shakopee City Council
October 1, 2019
FROM: Nate Burkett, Assistant City Administrator
TO: Mayor and Council Members
Subject:
City Bill List
Policy/Action Requested:
None
Recommendation:
Informational Only
Discussion:
Attached is the most recent monthly Financial Report for the General fund. These reports
reflect the expenditures as recorded for 2019 activity. The following transactions are
notable for this reporting cycle:
• SRF Consulting Group Inc has requested payment for 2 invoices regarding the 12th
Avenue Reconstruction Project, CIF-19-004. $62,365.96.
Included in the check list are various refunds, returns, and pass through.
Budget Impact:
Operating and capital expenditures within the 2019 budget.
ATTACHMENT S
D Monthly Financial Report
D Council Check Summary
D Council Check Register
D Bill List Transfers
Page 129 of 164
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33 - INSPECTION-BLDG-PLMBG-HTG
41 - ENGINEERING
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Page 130 of 164
9/26/2019 13:59:37
CITY OF SHAKOPEE
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0181.6230
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0674.6202
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0674.6202
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0679.6327
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0679.6327
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0676.6327
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0679.6202
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Page 163 of 164
Funds transferred electronically September 18, 2019 to October 1, 2019
PAYROLL $363,647.40
FIT/FICA $102,270.59
STATE INCOME TAX $22,959.63
PERA $102,506.47
HEALTH CARE SAVINGS $19,553.83
HEALTH SAVINGS ACCT $8,826.03
NATIONWIDE DEF COMP $12,887.29
ICMA DEFERRED COMP $2,318.88
MSRS $5,455.71
FSA $208.33
MN WAGE LEVY $0.00
Child Support $230.73
Total $ 640, 864.89
Page 164 of 164