HomeMy WebLinkAbout5.C.2. 2030 Comprehensive Plan-Res. No. 6849
CITY OF SHAKO PEE s.. C · ~ ·
Memorandum
CASE NO.: Not Applicable cor~SEt~T
TO: Honorable Mayor and City Council
Mark McNeill, City Administrator
FROM: R. Michael Leek, Community Development Director
SUBJECT: Approval of2030 Comprehensive Plan
MEETING DATE: December 16,2008
DEADLINE FOR SUBMITTAL: December 31,2008
INTRODUCTION:
Council is asked to adopt the City of Shakopee 2030 Comprehensive Plan (the Plan) contingent on
Metropolitan Council acceptance of the Plan. This action is required before the Plan can be
submitted to the Metropolitan Council for review.
DISCUSSION:
The City's staff and consultants began the 2030 update of the City's Comprehensive Plan in 2005
with the updating of the Transportation Plan.
RELATIONSHIP TO CITY GOALS:
The proposed action relates to goals A- D; i.e. active and healthy community; high quality oflife;
great place for kids to grow up; and vibrant, resilient and stable.
ACTION REQUESTED:
Approve Resolution No. 6849, a resolution of the City of Shako pee adopting the City's 2030
Comprehensive Plan contingent on Metropolitan Council review and acceptance of the Plan, and
directing staff to submit the Plan to the Metropolitan Council for review.
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R. Michael Leek
Community Development Director
H:\CC\2008\12-16\Comp Plan.doc 1
RESOLUTION NO. 6849
A RESOLUTION OF THE CITY OF SHAKOPEE ADOPTING THE CITY'S 2030
COMPREHENSIVE PLAN UPDATE CONTINGENT ON REVIEW AND ACCEPTANCE BY
THE METROPOLITAN COUNCIL
WHEREAS, the Metropolitan Land Planning Act (MLP A) requires that cities and counties in
the Twin Cities Metropolitan Region update their comprehensive plans at least every ten (10) years;
and
WHEREAS, the Metropolitan Council is charged with reviewing local plans for consistency
with regional plans and policies; and
WHEREAS, the deadline for submittal of2030 comprehensive plans or plan updates is
December 31,2008; and
WHEREAS, the City of Shakopee, after three (3) years of work by the Council, its appointed
bodies, staff, consultants, and input from the public has completed its 2030 Comprehensive Plan
Update; and
WHEREAS, the City's draft 2030 Comprehensive Plan was sent, as required, to adjacent
jurisdictions for review and comment on or about January 4, 2008; and
WHEREAS, the City also submitted its draft 2030 Comprehensive Plan to the Metropolitan
Council review at the same time it was provided to adjacent jurisdictions; and
WHEREAS, in response to comments received by the City, it has revised the 2030
Comprehensive Plan accordingly; and
WHEREAS, the City has also prepared responses to the comments that were received, and will
provide those responses to the commenting jurisdictions; and
WHEREAS, the Shakopee Planning Commission held a public hearing on the draft Shakopee
2030 Comprehensive Plan on June 7, 2007; and
WHEREAS, at the conclusion of the public hearing the Shakopee Planning Commission
recommended to the City Council the adoption of the Plan contingent on Metropolitan Council review
and acceptance.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF SHAKOPEE, MINNESOTA:
1. That it adopts the City of Shakopee' s 2030 Comprehensive Plan contingent on
submittal to, and review and acceptance by the Metropolitan Council; and
2. That it hereby directs City staff to submit the Plan to the Metropolitan Council by
December 31,2008; and
H:\CC\2008\12-16\Comp Plan.doc 2
3. That upon acceptance of the City's 2030 Comprehensive Plan by the Metropolitan
Council, said plan shall have full force and effect as the City's adopted comprehensive
plan.
Adopted in session of the City Council of the City of Shakopee, Minnesota held the _
day of ,2008.
Mayor of the City of Shakopee
ATTEST:
Judith S. Cox, City Clerk
H:\CC\2008\12-16\Comp Plan. doc 3
DRAFT
City of Shakopee, Minnesota Table of Contents
Transmittal Letter
Transmittal Form
I. Introduction
2. Mission and Vision Statement
3. Land Use Plan
4. Transportation Plan
5. Sanitary Sewer Plan
6. Water Supply Plan
7. Parks, Open Space and Trail Plan
8. Natural Resources Plan
9. Surface Water Management
10. Housing
II. Economic Development
12. Solar Access
13. CIP
14. Comments and Response
December 16, 2008
Referrals Coordinator
Metropolitan Council
RE: Submittal of City of Shakopee 2030 Comprehensive Plan
To Whom It Concerns:
On behalf of the City of Shakopee, I am submitting the City of Shakopee's 2030
Comprehensive Plan as provided for in the Local Planning Handbook. Should you have
questions, feel free to contact me;
R. Michael Leek, Community Development Director
City of Shakopee
129 South Holmes Street
Shakopee, MN 55379
Phone (952) 233-9346
Fax: (952) 233-3801
e-mail:
The City of Shakopee looks forward to working with Council staff on the prompt review
of its 2030 Comprehensive Plan.
Sincerely,
R. Michael Leek
Community Development Director
CC. Shakopee City Council
2008 Correspondence File
H:\ComPlan2008\draft chapters\lntroduction \ Transmittal Letter 12102008.doc
Local Planning Handbook I Comprehensive Plan Update Transmittal Form
2008 Comprehensive Plan Update Transmittal Form
This transmittal form serves as a checklist for municipalities to ensure the comprehensive plan
update submittal is complete. The Metropolitan Council's Local Planning Handbook provides
more detailed information about each of these requirements, and in some cases includes
recommended definitions and report formats. All items must be adequately addressed for the
Council to find the comprehensive plan update complete for review. Indicate the page number
where the each item can be found in the comprehensive plan update. Items that are not
applicable to all municipalities are marked "if applicable." Type "NA" in place of a page number
if the item is not applicable.
This form and the Local Planning Handbook are available on the Metropolitan Council's website:
. Handbook: http: / /www. metrocou nci I. org/pla n n i ng/LPH/ha nd book. htm
. Transmittal Form: http: / /www. metrocouncil.org/planning/assistance/resources. htm
CONTACT INFORMATION
Local Governmental Unit City of Shakopee, Minnesota
Contact Name R. Michael Leek
Contact Title Community Development Director
Address 129 South Holmes Street
City, State, and Zip Shakopee, Minnesota 55379
Telephone Number (952) 233-9346 Fax number (952) 233-3801
Email Address
HANDBOOK SECTION 1: PROCESS
Local Approval Requirements Date of Action:
-
X Acted upon by planning commission June 7, 2008
X Approved by governing body December 16, 2008
Other Government Unit Review Requirements Date Sent:
-
X Adjacent governmental units: On or about January 4, 2008
X School districts: On or about January 4, 2008
X Other overlapping jurisdictions: * On or about January 4, 2008
* Copies of the Plan were sent late to the Three Rivers Park District and ISD 191, but these agencies were allowed to file comments
consistent with the 6-month requirement.
January 2006 1
Local Planning Handbook I Comprehensive Plan Update Transmittal Form
HANDBOOK SECTION 2: FOUNDATION http: / /www. metrocou nci I.org/plann ing/LPH/LPHSect2. pdf
Plan Content Requirements Page(s) where this item
can be found:
-
X Polices and objectives At the end of each element
X Regional Planning Area designation(s)* Land Use section at page 1
X Population, household and employment forecasts Land Use section at page 3
* Based on 2030 Regional Development Framework Growth Strategy Map
HANDBOOK SECTION 3: LAND USE
Land Use Requirements Page(s) where this item
can be found:
-
X Surface water map Water Resources element
X Existing land use map and definition of categories Map following Land Use text
and table; Land Use section
at page 4
X Future land use map and definition of categories Map following Land Use text,
table, and Adopted 1999 Land
Use Plan Map; Land Use
section at page 4
X Existing and planned land use table Immediately following Land
Use section text
X Residential development conforms to regional plans
X Development staging plan, if applicable See Sanitary Sewer section
X Housing plan Following Sanitary Sewer
ection
X Solar access protection Addressed in a separate
section of the Plan
X Historic preservation Addressed in the Land Use
section
X Aggregate resource protection, if applicable Addressed in Land Use
section at page 7
Critical Area Plan, if applicable Not applicable
January 2006 2
Local Planning Handbook I Comprehensive Plan Update Transmittal Form
HANDBOOK SECTION 4: TRANSPORTATION
Road and Highway Requirements Page(s) where this item
can be found:
-
X Forecast allocation to Traffic Analysis Zones Transportation at page 23
X Functional roadway classifications
X Highway and roadway map Transportation at Figs. 6.1
and 6.2
X Planned highway improvements Transportation at pages 29-
38
X Transportation - land use relationship Transportation Plan at pages
1 and 2
X Capacity and safety issues Transportation at pages 14 to
28
X Access management Transportation at Table 6.3,
page 35
Bicycle and Pedestrian Requirements Page(s) where this item
can be found:
-
X Bicycle and pedestrian policies and programs Parks, Recreation and Open
Space Plan at page 3.11 and
Figure 2.4
X Bicycle and pedestrian facilities map Parks, Trails and Open Space
Plan following Page 1-2
X Bicycle and pedestrian connections to transit Transportation at pages 38
and 39
Special Traffic Situation Requirements Page(s) where this item
can be found:
-
Transportation plans for special areas* Not applicable
Right-of-way preservation, if applicable Not applicable
Corridor and sub-area studies, if applicable Not applicable
*Required for Downtown Minneapolis, Downtown St. Paul, University of Minnesota and MSP area.
Transit Requirements Page(s) where this item
can be found:
-
X Description and map of existing and planned service Transportation Plan at page 7
X Map of existing and planned transit facilities Transportation Plan at Fig.
2.7
January 2006 3
Local Planning Handbook I Comprehensive Plan Update Transmittal Form
Aviation Requirements Page(s) where this item
can be found:
-
X Airspace protection Transportation Plan at page 7
and 8
Airport maps, if applicable Not applicable
X Influence areas* maps, policies and plans, if Transportation Plan at pages
applicable 7 and 8
Heliports Not applicable
X Special aviation facilities, if applicable Not Applicable
*Influence areas include noise, height, safety, development, operation, infrastructure and environment.
HANDBOOK SECTION 5: WATER RESOURCES
What type of wastewater treatment methods are used within the municipality?
(Check all that apply)
-
X Regional Wastewater Treatment
Local/Municipal Owned Wastewater Treatment Plant
X Individual Sewage Treatment Systems (ISTS)
Privately Owned/Community Treatment System
Wastewater Plan Requirements Page(s) where this item
can be found:
-
X Projected sewer flow volume Sanitary Sewer plan at pages
11 and 12
X System capacity description Sanitary Sewer plan at pages
4 and 5
X Wastewater system map Sanitary Sewer plan, figures
3.2 and 3.3
X Infiltration and inflow management Sanitary Sewer plan at pages
13-15
X Septic system management Sanitary Sewer plat at page 5
Community treatment systems, if applicable Not applicable
Local wastewater treatment plant plans, if applicable Not applicable
Required Water Related Plans Date Date Submitted
Approved/By to Agencies
-
X Local Surface Water Management Plan 9/16/08 by 11/23/06
Shakopee City
Council
X Water Supply Plan
X Stormwater/Erosion Control Ordinance 9/16/08 by 11/9/07
January 2006 4
Local Planning Handbook I Comprehensive Plan Update Transmittal Form
Required Water Related Plans Date Date Submitted
Approved/By to Agencies
D Shakopee City
Council
HANDBOOK SECTION 6: PARKS http: / /www. metrocou nci I.orq/plann inq/LPH/LPHSect6. pdf
Parks Plan Requirements Page(s) where this item
can be found:
-
Existing regional parks & trails map and description Parks, Trails and Open Space
at Fig. 1.1 at page 1-3
X Proposed regional parks & trails map and description Parks, Trails and Open Space
at pages 3-8 to 3-13
HANDBOOK SECTION 7: IMPLEMENTATION
Implementation Requirements Page(s) where this item
can be found:
-
Describe official controls Land Use section at pages 4-
7, and in goals section
X Current zoning ordinances and map* The City does not
contemplate significant
changes in its official controls
and zoning map within the
next nine (9) months
X Schedule for updating official controls The City does not
contemplate significant
changes in its official controls
and zoning map within the
next nine (9) months
X Capital Improvement Program Preceding comments and
responses to comments.
X Housing implementation program Housing at pages 7 to 9
* Submit two (2) copies of the municipality's updated official controls including zoning and subdivision ordinances
within 9 months.
January 2006 5
Citv of Shakooee 2030 Comorehensive Plan Introduction
REASONS FOR UPDATING THE CITY'S COMPREHENSIVE PLAN:
There are two primary reasons for updating the City's comprehensive plan. These are:
1. To make sure that the City's comprehensive plan remains relevant and reflects the
City's vision by taking account of developments and/or changes in the community
that require adjustments.;
2. To meet the requirements of the state's Metropolitan Land Planning Act (MLPA),
which is administered by the Metropolitan Council.
While the City has an obligation to meet the MLP A requirements, by far the most
important reason for regularly updating the City's comprehensive plan is the first reason.
In terms of population growth in the Twin Cities Metropolitan Area, Shakopee added the
largest number of people from the year 2000 to 2007, and has been among the fastest
growing cities in the fastest growing county in the region for a number of years. Since
the mid-1990's, Shakopee has been among the leading communities in the Twin Cities
Metropolitan Area in residential building activity. While building activity slowed in
2006 and 2007, with the potential supply of developable land, it is reasonable to assume
that Shakopee will continue to grow at a significant rate for several years.
As the City moves forward with this current round of comprehensive planning, it will be
dealing several significant, and in some cases, very unique challenges. These include:
1. The loss of privately developable land to acquisition by the Shakopee
Mdewakanton Sioux Community (SMSC).
It is currently estimated that the SMSC owns in fee, or occupies in trust, about
1,000 acres of land in Shakopee. The vast majority of this land is in the central/
south-central areas of Shakopee. The majority of sanitary sewer capacity
available for development in the City is found in the Prior Lake Interceptor.
However, given the SMSC's intent to eventually place any lands it owns in trust,
and their intent to serve their lands through their own sewage treatment plant,
much of this capacity for development purposes is lost to the City of Shakopee.
Thus, in order to accommodate the City's projected growth, Shakopee will need
to look to adjacent Jackson and Louisville Township. Because sanitary sewer
capacity in the Shakopee-Chaska Interceptor, the City will need to rely on the
Metropolitan Council to put in place the additional sewer infrastructure and
capacity needed.
2. Planningfor a new Minnesota River connection between TH 212 and TH 169.
MNDOT is in the process of completing a Tier I Draft Environmental Impact
Study (DEIS) for a new bridge to replace the current TH 41 river crossing through
downtown Chaska. With the completion of the Tier I process, it is expected that
one of the three corridors identified and studied will be chosen for the new
H:\ComPlan2008\draft chapters\Introduction\Introduction 12042008.doc 1
Citv of Shakooee 2030 Comorehensive Plan Introduction
connection. The problem faced by Shakopee (and other communities) is that
development decisions affecting these corridors are already being made, and
because the likely timeframe for funding and the Tier II EIS process is so long,
development will have made implementing a new bridge much more difficult.
Since the eastern and central corridors are in areas of the adjacent townships that
may be subject to annexation in the future, it is important to understand the
impacts on development potential in these areas.
3. Because the Shakopee Public Utilities Commission (SPUC) owns and operates
the water supply system that serves the City, water supply planning is more
complicated than it is in many communities.
POPULATION, HOUSEHOLD AND EMPLOYMENT FORECASTS:
For the 2030 timeframe that is required to be addressed by this iteration of the City's
comprehensive plan, the City has relied on and used the Metropolitan Council projections
set forth below. It is important to note that these projections are based on the current land
area within the City of Shakopee, and do not address the possibility of annexation of
additional township areas, or the development of township areas at urban densities.
Population Households Employment
2000 20,568 7,540 13,938
2010 39,500 15,000 17,800*
2020 48,500 19,500 21,300
2030 52,000 31,500 22,800
* In 2008 Metropolitan Council staff had indicated to Shakopee planning staff that
the City had already exceeded the 2010 employment proj ection.
These projections were used in the development of the Land Use, Transportation,
Sanitary Sewer, Housing, and Water Supply chapters.
In addition, however, the City of Shakopee chose to take an additional longer range look
at population, household and employment potential including adjacent areas in Jackson
and Louisville Township. This exercise is not required under the MLP A, but its purpose
is to give the City, the townships and Scott County some additional basis for post 2030
planning. Subsequent to the City undertaking this exercise, Scott County has included a
2050 scenario in its analysis in its 2030 Comprehensive Plan Update. The results of
looking at these longer range projections are most in evidence in the Land Use,
Transportation, Sanitary Sewer, and Water Supply Plan. The pace at which annexation or
urban style development might take place in Jackson and Louisville Townships is
dependent on a number of factors, and so is difficult to predict. That is why, as noted
again in each of these chapters, the City is not seeking Metropolitan Council review
and/or approval of those portions of this Comprehensive Plan Update that deals with
those long-range projections.
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Citv of Shakooee 2030 Comorehensive Plan Introduction
ORGANIZATION OF THE DOCUMENT:
The current round ofMLPA planning began with the Metropolitan Council's issuance of
a "System Statement" for each community in the seven county Metropolitan Area. The
regional systems that must be addressed in the comprehensive plan update are as follows;
. Transportation (including airports);
. Wastewater Treatment (Sanitary Sewers);
. Parks and open space;
In addition, the City's comprehensive plan includes the following elements;
. Land use;
. Housing;
. Surface water management;
. Water supply planning;
. Solar access protection;
. Economic Development;
. The City's capital improvements program (CIP).
H:\ComPlan2008\draft chapters\Introduction\Introduction 12042008.doc 3
Citv of Shakooee 2030 Comorehensive Plan Mission and Vision Statements
INTRODUCTION:
Over eighteen months in 2004 and 2005, the City went through an extensive visioning process. With
direction from a steering committee made up of a several residents who represented different groups
and perspectives in the community, the City engaged dozens of groups and hundreds of residents in a
series of "Community Conversations" which were used to gain a better understanding of how they
view Shakopee, what issues are most important to residents, and what shared a shared vision for the
City's future might be. The process is depicted in photos later in this section. Early in 2007, the City
reconvened the steering committee to review the vision document and updates to it that might be
appropriate.
MISSION STATEMENT: Following is the City's vision statement;
The mission of the City ofShakopee is to provide the opportunity to live, work, and play in a
community with a proud past, promisingfuture, and small-town atmosphere within a metropolitan
setting.
VISION STATEMENT:
The vision statement arrived at for the City of Shakopee is as follows:
Twenty years from now Shakopee will be known and valued as a unique city...
... Where a vital and historic downtown anchors an active riverfront district;
and where the Minnesota River serves as a beacon for residents and tourists;
... Where distinct neighborhoods and business areas connect with each other
through greenways and trails to protected natural habitat, recreational
attractions, and other destinations; and where the arts deepen and enhance
our community;
... Where active, healthy, individual andfamily lifestyles are supported
through varied recreational and educational opportunities; where
we demonstrate our commitment to youth;
... Where both young and old enjoy community gathering places; where
neighbors of all backgrounds respect and appreciate each other; and where
diversity is celebrated;
... Where homes meet residents' lifetime needs and are in neighborhoods that
are accessible and connected with one another; where housing developments
and public spaces reflect community needs;
H:\ComPlan2008\draft chaoters\Introduction\Mission and Vision Statements 12042008.doc 1
Citv of Shakooee 2030 Comorehensive Plan Mission and Vision Statements
...and where the city's unique historic personality is thoughtfully balanced
with easy access to urban conveniences;
... Where we support high quality, life-long educational opportunities; where
employees receive living wages; and where both local businesses and corporate
headquarters are welcomed and well-supported;
.. .And where high standards reflect our vision and commitment to creating a
sense of community for generations to come.
GOALS:
In addition to adopting Mission and Vision statements, the City Council adopted the following as the
City's Primary Goals;
A) Active and healthy community.
B) High quality of life.
C) Great place for kids to grow up.
D) Vibrant, resilient and stable.
E) Financially strong.
These goals have been incorporated into the fabric of the City's daily business. For example, the
goals are recited on every Council agenda, and each item that comes before the City Council is
related to the City's stated goals.
H:\ComPlan2008\draft chaoters\Introduction\Mission and Vision Statements 12042008.doc 2
Citv of ShakoDee 2030 COlIWrehensive Plan Land Use
3.1 RELATIONSHIP TO METROPOLITAN PLANNING:
The City of Shakopee's 2030 Comprehensive Plan generally, and Land Use Section specifically
are based on, and consistent with, the system statement issued by the Metropolitan Council,
including projections for population, household and employment growth within the City's
existing municipal boundaries.
The City of Shakopee and Jackson Township have an existing orderly annexation agreement. If
it is to be effective and meaningful, planning for the 2030 timeframe for the City cannot be done
in isolation from its neighboring cities and townships. It is for that reason that this chapter, as
well as the Transportation; Sanitary Sewer; Parks, Trails and Open Space; and Natural Resources
chapters include mapping and analysis for possible growth that may occur beyond 2030 and
includes at least some (if not all) township areas.
Shakopee is not seeking review or approval from the Metropolitan Council of those parts of
the 2030 Land Use, Transportation, and Parks, Recreation and Open Space Chapters that
relate to areas currently outside the City's municipal boundaries. In future planning cycles,
this analysis may serve as the basis for additional updates by the City, the townships and/or the
County.
3.3 COMMUNITY CONTEXT:
Shakopee is a community with a long and proud history. The City was named the seat of Scott
County in 1851, even before it was first incorporated as a city in 1857. In 2007, the City
celebrated its sesquicentennial. For most of its history, the City functioned as the business and
government hub of a largely agriculturally based county. In the 1980's, prior to the development
of a river crossing that did not periodically flood, the Metropolitan Council termed Shakopee a
"freestanding growth center." Since then, and with the development of the "new" Bloomington
Ferry Bridge and TH 169, development has rushed out to meet the City of Shakopee and other
similar outlying Metropolitan Area cities. As a result, Shakopee is now designated by the
Metropolitan Council as a "developing suburb." Even so, because of its historic downtown, long
established residential core, and longstanding industrial and commercial areas, Shakopee retains
the characteristics that make it a full-service community, as opposed to merely a bedroom
community for the Region's core cities of Minneapolis and St. Paul. These characteristics
include:
. A historic and largely intact downtown district - Shakopee's
Downtown development pattern was set in the 1800's and remains largely in place
today. The Downtown is located near the banks of the Minnesota River. At its core
are a number of buildings, some dating from the 1800s, that still serve important
commercial purposes, and also provide housing in the Downtown. Because of the
Downtown's uniqueness, years ago the City developed a specific zoning district
(Central Business Zone/B-3) that accommodates it zero setback development pattern.
. Major entertainment attractions- Shakopee is unique in the Metropolitan Area
as an entertainment and tourist destination. ValleyFair Amusement Park seasonally
attracts visitors from the Metropolitan Area, Greater Minnesota and other states.
ValleyFair's large but seasonal traffic generation requires that streets, sanitary sewer,
City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 1
Citv of ShakoDee 2030 COlIWrehensive Plan Land Use
and water facilities be oversized. During the summer peak months about 1,200
employees are employed by ValleyFair, while during non-peak months there are only
about 67 employees and virtually no customer traffic.
Canterbury Park horse racing track is another unique entertainment venue in the State
of Minnesota. It is a large land use (occupying about 330 acres total) that has a
variety of impacts on the City and its residents. Like ValleyFair, Canterbury Park
attracts a large number of seasonal workers. The current owners have evolved the
facility into an entertainment venue that now hosts antique shows, snowmobile
motorcycle races, concerts and more. While a significant amount of vacant land has
been reserved around the racetrack for future expansion or spin-off uses, the
proximity of the racetrack to adjacent residential areas will pose future challenges for
the use of the facility
. In addition to ValleyFair and Canterbury Park, the City is impacted by Mystic Lake
casino and related enterprises of the Shakopee Mdewakanton Sioux (Dakota)
Community (SMSC) in adjacent Prior Lake and the Renaissance Festival held six
weeks each year in Louisville Township just south of the City limits.
. Co mm erciallInd ustrial- Shakopee has historically had a strong commercial
and industrial tax base. The City is home to Valley Green Business Park, the second
largest privately held industrial park in the State of Minnesota.
Shakopee has a number of strong commercial/retail facilities. Completion in 1998 of
River City Centre on Blocks 3 and 4 in Downtown Shakopee added 28,000 square
feet of retail space in the Downtown, as well as 52 residential units. Completion of
the Scott County Justice Center and new Law Enforcement Center makes a positive
contribution to the continued strength of Downtown by retaining and expanding the
County's campus in Downtown. Development of commercially guided and zoned
properties at the intersection ofCSAH 17 (Marschall Road) and STH 169, as well as
along CSAH 18 has proceeded rapidly since the opening ofSTH 169 in November
1996.
Since the 1970s, the City has actively identified and guided areas that are ideal for
industrial development, i.e., those having good highway and/or rail and good access
to utilities services. The City's goal is to reserve sufficient industrial land for the
City's ultimate development and regional needs so that possible, negative land use
impacts can be concentrated in large areas rather than scattered throughout the city.
Major Industrial Employers:
Employers Products/Services Employees
ADC Telecommunications Mfg. Communications 400+
Components
Seagate Mfg. Computer Components 1100
[;ity of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008
Citv of ShakoDee 2030 COlIWrehensive Plan Land Use
Kmart Warehouse/Retail 424
Anchor Glass Container Mfg. Glass Bottles 285
T oro Company Turf Care Products 275
Fremont Industries Soap and Cleaning Compounds. 106
Conklin Company, Inc. Mfg. Chemicals 108
CertainTeed Corporation Mfg. Asphalt Shingles 300
Rahr Malting Malt 115
Owens- Illinois Corrugated Cartons 100
Chemrex Synthetic Fibers and Resins 100
North Star Auto Auction Large Scale Vehicle Auction 220
(Source: City of Shakopee, 1998)
POPULATION, HOUSEHOLD AND EMPLOYMENT FORECASTS:
For the 2030 timeframe that is required to be addressed by this iteration of the City's
comprehensive plan, the City has relied on and used the Metropolitan Council projections set
forth below. It is important to note that these projections are based on the current land area
within the City of Shakopee, and do not address the possibility of annexation of additional
township areas, or the development of township areas at urban densities.
Population Households Employment
2000 20,568 7,540 13,938
2010 39,500 15,000 17,800*
2020 48,500 19,500 21,300
2030 52,000 31,500 22,800
* In 2008 Metropolitan Council staff had indicated to Shakopee planning staff that the City
had already exceeded the 2010 employment projection.
These projections were used in the development of the Land Use, Transportation, Sanitary
Sewer, Housing, and Water Supply chapters.
In addition, however, the City of Shakopee chose to take an additional longer range look at
population, household and employment potential including adjacent areas in Jackson and
Louisville Township. This exercise is not required under the MLP A, but its purpose is to give
the City, the townships and Scott County some additional basis for post 2030 planning.
Subsequent to the City undertaking this exercise, Scott County has included a 2050 scenario in
its analysis in its 2030 Comprehensive Plan Update. The results of looking at these longer range
projections are most in evidence in the Land Use, Transportation, Sanitary Sewer, and Water
City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 3
Citv of ShakoDee 2030 COlIWrehensive Plan Land Use
Supply Plan. The pace at which annexation or urban style development might take place in
Jackson and Louisville Townships is dependent on a number of factors, and so is difficult to
predict. That is why, as noted again in each of these chapters, the City is not seeking
Metropolitan Council review and/or approval of those portions of this Comprehensive Plan
Update that deals with those long-range projections.
3.3 LAND USE CATEGORIES, ZONING CATEGORIES AND MAPPING:
The City's Adopted 1999 Land Use Plan Map, proposed 2030 Land Use Plan Map and current
zoning map follow the City's Land Use Table at the end of the Land Use text.
3.3.1 LAND USE CATEGORIES
The City's 2030 Land Use Plan map contemplates that by the year 2030, any lands within the
existing City limits will be served by municipal sewer and public water services. For that reason,
the map does not designate areas for rural residential or agricultural use. To the extent that any
such areas may still exist in the 2030 timeframe, it is expected that the agricultural preservation
density would remain 40 acres per dwelling unit, while rural residential would remain 10 acres
per dwelling unit. The Land Use Plan map includes the following residential categories and
associated densities.
. Single Family Residential - About 1 unit per 2.5 acres for existing rural
residential subdivisions that become served with sewer and water; 1 to 5 dwelling
units per acre for new development.
. Medium Density Residential - 5.01 to 8 dwelling units per acre
. High Density Residential - 8.01 to 12 dwellings per acre (may go up to
14 dwelling units per acre with bonuses found in the zoning code).
. Mixed Use - From single family to high density densities noted above.
3.3.2 ZONING, RESIDENTIAL:
Because of its history, and the role it has and does playas a full-service community, Shakopee
has a wide range of residential land use types and zoning districts. Downtown Shakopee
provides an environment where commercial uses are common at street level, while residential
units occupy the upper floors of Downtown buildings. The older portions of Shakopee are
characterized by a grid street system, relatively small lots, and the development of a mixture of
single-family and multiple family housing close to one another, as well as smaller commercial
areas.
Much of the area that makes up modern Shakopee was annexed from Eagle Creek Township in
the early 1970's. To some extent, the character of these areas is reflected in the zoning
classifications that the City has adopted for residential development. Because these areas were
developed without municipal services, for a long time they evidenced an older, rural residential
pattern of development and/or agricultural character. Since the year 2000 some of these areas
have begun to be converted to more urban/suburban styles of development.
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The wide range of residential environments in the City is reflected in the City's established
residential zoning districts. These are;
Rural Residential (RR): The purpose of this zone is to allow low-density development where
municipal services are not available. This zone allows a maximum density of 1 DU/10 acres.
Prior to 1994, the zone allowed a density of 1 DU/2.5 acres, and several plats exist within the
City that were originally platted at this density. These plats present challenges for the economic
extension of public utilities and the development of adjacent and nearby lands.
Sewered Rural Residential Zone (SRR):
In 2006, in response to the desire of residents of one rural residential development to hook up to
municipal sewer, the City adopted a new zone that allows existing rural residential plats to be
served by municipal services and maintain the rural residential character established by their
original project approvals. These are plats that typically have an overall density of 1 DU/acre.
In many cases, these are plats that have been developed with more upper-end single-family
housing, and this has led to a desire to retain their current character.
Low- Density Residential (R -1 A):
The purpose of this zone is to provide for areas of the City where larger lot single-family
development served by municipal water and sanitary services can occur. The requirements of
this zone were revised in 2006, and it currently has a minimum lot width of 95 feet, and
minimum lot area of 12,800 square feet.
Urban Residential Zone (R-1B):
The purpose of the R-1B Zone is to provide areas where single-family detached housing at a
density of 3-5 dwelling units per acre that are served by municipal sanitary sewer and water can
be developed.
Medium-Density Residential (R-2):
The R-2 Zone provides opportunities for the development of both single-family and housing at a
density of 5-8 dwelling units per acre. This zone has most frequently been used to accommodate
life-cycle housing development in the City.
High-Density Residential (R-3):
The R - 3 Zone allows development of housing at densities of 8-12 units per acre, and up to 14
units per acre in PUDs in certain circumstances.
3.3.3 ZONING, COMMERCIAL LAND USES:
F or much of its history, Shakopee served as a retail center for much of Scott County. While its
role has changed over the years from the hub of a local agriculturally-based economy to
providing a broader range of commercial services, because of its geographic location, the City
continues to play an important role as a commercial center in the County. Over the years, the
City has developed a number of zoning districts that address commercial needs.
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Neighborhood Commercial (N-C):
The N -C Zone provides opportunities to develop smaller-scale, convenience retail and service
businesses that can serve to enhance the walkability and livability of Shakopee's neighborhoods.
Community Commercial (C-C):
The C-C Zone is intended for businesses that may serve the entire community, and may even
have market areas that reach beyond the City's borders.
Highway Business (B-1):
The B-1 Zone is intended for destination retail uses that have a strong need for visibility from
major roadways, which generate significant traffic loading on roads and streets within the
community, and require large areas for parking.
Office Business (B-2):
The B-2 Zone is intended for those uses which are less retail, and more service and professional
in character. Chief examples of its use are the Scott County campus adjacent to Downtown
Shakopee and the South Valley Medical Campus/St. Francis Hospital.
Central Business Zone (B-3):
The B-3 Zone was developed for Shakopee's historic Downtown. It provides an area where
mixed use is the norm and permitted; where zero-lot line development is accommodated; and
where typical suburban off-street parking requirements are not applied.
Major Recreation (M-R):
Shakopee is a unique entertainment and hospitality destination in the Twin Cities Metropolitan
Area as a result of being home to Valleyfair and Canterbury Park Racetrack. The M-R Zone
grew out of the Race Track Zoning District that was originally developed to accommodate the
Racetrack (then known as Canterbury Downs). It is a zone that specifically is intended to
accommodate recreation and associated uses.
3.3.4 INDUSTRIAL LAND USE:
Shakopee is fortunate to be home to one of the largest privately developed business parks in
Minnesota, i.e. Valley Green Business Park. Prior to the completion of the Bloomington Ferry
Bridge and the "new" TH 169, it was home to both traditional heavy industrial and light
industrial uses. The completion of these transportation improvements opened a new class of
business development community to the City, including businesses like Seagate Technology, Q
Logic, Open Systems and others.
Light Industrial (1-1):
The 1-1 Zone is intended to accommodate industrial, office, and manufacturing uses that are
relatively unobtrusive, and which can serve as transitions between more intensive industrial sites
and residential or other, less intense business uses.
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Heavy Industrial (1-2):
The 1-2 Zone is intended for more intensive industrial uses with adequate utilities, transportation,
and in locations that will not impinge on less intensive uses.
Business Park Development (BP):
The BP Zone was developed in response to the types of users who came to the City after the
opening of the Ferry Bridge, and provides a zone with higher design standards than typical in
other industrial zones.
3.4 LAND SUPPLY
The City's projected land use by category is depicted on the accompanying table. An aspect of
land use that is unique to the City of Shakopee (and only one other Metropolitan Community, i.e.
the City of Prior Lake) is the location of vast stretches of land that are either owned in fee by the
Shakopee Mdewakanton Sioux Community (SMSC) or held in trust in perpetuity by the federal
government on behalf of the SMSC. The SMSC's continuing acquisition of land and placement
of lands in trust has already had a dramatic impact on the geography of development in the City.
Lands held in trust for the SMSC are not subject to either local regulation or taxation and are not
available for development that might meet the City's or the Region's growth needs. Because that
is the case, the path of development has shifted from central Shakopee where there is abundant
sanitary sewer capacity in the Prior Lake Interceptor to adjoining Jackson Township by means of
annexation in an area where regional sanitary sewer capacity is limited at present.
The City's Land Use table, which details the City's land use projections to 2030
immediately follows the text of this chapter.
3.5 AGGREGA TE RESOURCES
Central Shakopee is home to significant aggregate resources. However, a few years ago
Aggregate Resources ceased mining operations on their site north of TH 169 in the City of
Shakopee. This leaves one active aggregate mining operation in the City. Operated by
Shakopee Aggregates, this site is located in the southwest quadrant of CR 16 and CR 83. This
site is expected to be largely mined out and cease operations in the year 2013.
Additional aggregate resources appear to exist across CR 83 to the east. In recent years, the
Shakopee Mdewakanton Sioux Community (SMSC) has acquired the properties under which
these resources lie. Very soon, about 572 of the SMSC acres in this area will be placed in trust
for the SMSC. This action will remove them from the City's, County's, Metropolitan Council
and State regulatory jurisdiction. Based on what it knows of SMSC land use properties, the City
expects it would be very unlikely that these properties would be mined. However, if the SMSC
wishes to, while any of the properties are within the City of Shakopee' s zoning authority, the
City would work with the SMSC to develop long-term mining and reclamation plans for these
areas.
3.5 HISTORIC COMMERCIAL DISTRICTS AND HISTORIC PRESERV ATION:
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Shakopee's historic commercial districts developed along major transportation routes, including
u.s. TH 169, U.S. Highway/CSAH 101, and CSAH 17/Marschall Road. With the opening of the
"new" Bloomington Ferry Bridge in 1995 and "new" TH 169 in 1996, transportation patterns in
Shakopee changed significantly, re-routing most commuter traffic away from the City's historic
commercial districts. Because of concerns raised about this re-routing of traffic, in 2003 the
City, working with Northwest Associated Consultants (NAC), analyzed these historic
commercial areas, and developed specific plans intended to assure their long-term vitality.
While the Metropolitan Council did not ultimately approve implementation of that
comprehensive plan update, these areas are of continuing importance to Shakopee. Partially in
response to concerns about those areas, the City has established a Historic Preservation Advisory
Committee (HP AC), which has inventoried and identified fifty-three (53) historic structures and
is developing policies for addressing such properties.
Because of the importance of these areas, the 2003 Update analysis and plans are included in this
2030 update. The use of the term "district" is not intended to denote a land use or zoning
classification, but rather to provide a generalized and graphic way of depicting the geographic
extent of these areas, each of which has a specific character and mix of land uses. A summary of
comments and considerations identified in the 2003 Update for each of these districts is found at
the end of the Section in Appendix A.
3.5.1 WEST END/JACKSON TOWNSHIP DISTRICT
This district is bounded on the north and west by the Minnesota River; CR 41 on the southwest;
CR 78 or 130th Street on the south; and CR 17 on the east end of the District.
This larger area is critical to the long range planning for growth of the west end of Shakopee.
Currently, the major commercial development in the West End/Jackson Township District is the
Town Square Mall which is abutted on the east by single family and medium density residential
development. Large tracts of land located southwest of the Town Square Mall are vacant. The
northern part of the study area is developed with a lumber yard and a used auto facility. Land
uses west of CR 69 include industrial development and a manufactured housing park.
The Town Square Mall was initially developed as a regional shopping facility; however, changes
in tenant occupancy and the loss of both its grocery store and K-Mart anchor stores changed the
focus of the mall to a neighborhood commercial center, and with the addition of a satellite
facility for the Minnesota College of Business, a private educational environment.
WEST END/JACKSON TOWNSHIP LAND USE PLAN
Because there are areas in this district over which the City does not have land use or zoning
authority, it should be made clear that as part of this 2030 Comprehensive Plan Update the
City is seeking Metropolitan Council review only of those land uses that are currently
within the City's boundaries. Guiding shown outside the City's current jurisdictional area
is for the City's, Township's, and County's generalized planning use. Annexation of land
from Jackson Township will necessitate specific amendment of the City's land use plan,
and review by the Metropolitan Council
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The proposed land use plan for the West End/Jackson Township District is dependent on street
configurations that will serve the area. As a starting point, the plan anticipates a full diamond
interchange at TH 169/CR 69. Land use development in the vicinity of the proposed interchange
must be designed to preserve appropriate access in order to accommodate the future interchange.
The district plan is intended to promote the City's position to support development of the
interchange.
Vierling Drive is proposed to be extended westward to intersect with CR 69. This will provide a
major east-west collector street that will connect the West End/Jackson Township District to
residential land uses to the east, and serve an important reliever function for TH 169. A full
intersection is illustrated at Vierling Drive and CR 69 to provide access to future industrial land
use areas west of CR 69.
Tenth A venue is shown as a frontage road along the east side of CR 69, linking the older portion
of the City with the new Vierling Drive extension. This is intended to provide circulation and
access to TH 169 at a point that would be identifiable and safe for residents and business
customers, as well as truck traffic accessing and exiting the commercial area at this location.
West of CR 69, industrial land uses are proposed. There is a need for a service road that will
extend from the north to the south to allow for future subdivision of this area for industrial uses.
Connections at the Vierling Drive intersection and CSAH 41 are anticipated.
Along the southern side of the District, CSAH 78 or 130th Street is anticipated to be developed as
an "A" Minor Arterial through this portion of the community, linking CR 17 to CSAH 41.
Within the area south ofTH 169, 17th Avenue will become a minor arterial street that will
channel traffic from the proposed residential areas to major thoroughfares including CR 69 as an
A Minor Arterial, CR 15 as a B Minor Arterial, and CRs 77, 79 and 1 7 as collector roads.
The proposed land use plan for the West End/Jackson Township District is illustrated on the
following page.
Based on the aforementioned existing and future street improvements, the following land use
classifications are proposed for the West End/Jackson Township District.
INDUSTRIAL
As Shakopee continues to grow it will be necessary for the City to consider identifying
additional areas for industrial and business park development. Consideration must be given to
good accessibility to, and visibility from, major traffic thoroughfares; areas that are
unencumbered with environmentally sensitive features, or in which such features can be
preserved without significant negative impact; and areas that provide relatively flat topography.
Considering these characteristics along with existing development within Jackson Township, the
area that lies between 115th Street and CR 69 and TH 169 appears to be appropriate. Expansion
of industrial development in this area would be compatible with the current township
development pattern, as well as Scott County Planning, and provide an area that is isolated from
less intense land uses to allow an industrial park to be developed in an unencumbered fashion.
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Access to the industrial areas would be provided via service roads connecting it to CR 69 at
Vierling Drive and to the new TH 41 Minnesota River Crossing. These access points would
provide immediate accessibility to TH 169 for interstate or inter-regional transportation.
Another feature that is offered by industrial land use at this location is that it provides a land
supply that is expandable as the City continues to grow. This is highly desirable to maintain
continuity in land use and development.
In looking at these land use features, an issue that must be addressed in the future is the existence
of two manufactured housing parks. The larger manufactured housing park sits west of TH 169
in an area that is primarily designated for future industrial growth. As an interim use, it is
anticipated that this manufactured housing park will continue to exist; however, long range plans
should anticipate its future redevelopment and the relocation.
A smaller manufactured housing park exists east of TH 169. This area is also identified for
either commercial or industrial land use. Again, the manufactured housing park is likely to
remain as a long term interim use until such time as redevelopment is possible. However, the
ultimate plans for this district suggest that this manufactured housing neighborhood is not an
appropriate or compatible use with the more intense commercial and industrial land uses that are
proposed.
The West End/Jackson Township District is characterized by abundant aggregate resources. The
City should allow aggregate mining within areas that are identified for future commercial and
industrial land uses provided proper end use plans are submitted for City approval that identify
final grading, utility corridors, streets, and appropriate lot configurations that accomplish the
City's long range land use goals.
COMMERCIAL
The land use plan proposes that the interchange be located at CR 69 and that the area including
the Town Square Mall and adjoining properties retain a commercial land use pattern.
Additionally, expansion of commercial land uses south of TH 169 to take advantage of the
interchange location is strongly suggested. The introduction of the new commercial area into the
City along with local street improvements (i.e., 10th A venue and Vierling Drive extension) will
enhance this area as a commercial location and demonstrate the City's commitment to the TH
169/CR 69 interchange. New commercial growth in this area will change shopping patterns and
make the further commercial development of the West End more attractive and practical. The
introduction of new commercial space will have an impact on other historic commercial districts;
however, the opportunity that the interchange presents should not be overlooked in light of
Shakopee's potential for future growth into the Urban Expansion Districts identified in the Scott
County Comprehensive Plan for Jackson Township.
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The commercial areas surrounding the CR 69 interchange will be the southwest gateway
entrance to Shakopee. A gateway feature that announces Shakopee's identity and amenities
should be established through appealing site design, architecture, and landscaping. A
predominant feature unique to Shakopee such as a water feature and or landscaped entry
monument should be incorporated into each of the City's gateway locations to establish the
community's sense of place and to distinguish Shakopee as a separate community from other
jurisdictions.
The land use patterns illustrated on the Land Use Plan, also anticipate expanding the commercial
development to CR 15 to provide more of a neighborhood commercial area on the east side of
the CR. As a neighborhood commercial area, Shakopee is not anticipating the same type of
regional attractions for big box retailers that are found at the other interchange locations, rather
this area would be limited in size and use to be compatible and serve the new residential
neighborhoods proposed around it.
LOW DENSITY RESIDENTIAL
Low density residential uses are shown in two areas on the Proposed West End/Jackson
Township District Land Use Plan Map. The first area lies between the Minnesota River Valley
and 115th Street. The low density residential in this area is anticipated to take advantage of the
buildable area that falls outside of the Minnesota River floodplain. Low density development in
this location is perceived as desirable based on limited street access and the configuration of the
buildable land left within this portion of the future City.
The second area for low density residential use lies north and south of 17th A venue. Generally,
building on the land use patterns that currently exist with larger unsewered lots within the
Township, a low density residential neighborhood is proposed throughout this area. The
residential development should take advantage of the proximity to natural features characteristic
to this area.
The desire to create attractive neighborhoods promotes an internal street design with limited
access to 17th Avenue (which is contemplated to be turned over to Scott County as a
continuation ofCSAH 16) and the existing CRs. Focal points for this area will be the new high
school located south of 17th A venue as well as a neighborhood park system that will be designed
to address the needs of the various neighborhoods in the district. These should become
centerpieces of the various neighborhoods interconnected by a system of pedestrian trails and
sidewalks.
MEDIUM DENSITY RESIDENTIAL
With respect to medium density residential land use, the City will seek an overall plan for the
area that provides a diversity of housing stock, mixture of densities and demonstration of
neighborhood design that gives a sense of place rather than a standard suburban medium density
subdivision. Emphasis will be placed on the neighborhood configuration related to open space,
creation of a public neighborhood park, trail systems, and attractive streetscapes.
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3.5.2 DOWNTOWN DISTRICT
The Downtown District is located generally between the Minnesota River and Third A venue.
The District is bounded on the west by CR 69 and the east by Spencer Street. Major access to
the Downtown District is provided via First Avenue and the Highway 101/Minnesota River
Crossing. The Downtown District is bisected by the Union Pacific Railroad which splits the
District into north and south sections. The Downtown is the home of many historic buildings,
the current City Hall and contains a mix of low and high-density housing as well as commercial,
professional, retail and eateries. The Scott County Courthouse, Judicial Center and Law
Enforcement Center are located southwest of the Downtown. The District has been the focus of
recent redevelopment activities including reconstruction of the community library, River Center,
and Scott County Housing and Redevelopment Authority senior apartments along with numerous
private investments, building modifications and new construction.
Prior to the Highway 101 "mini-bypass," opening of the Bloomington Ferry Bridge and TH 169
bypass, Downtown Shakopee was the premier commercial area for the community. The
Downtown developed near the turn of the century with retail space that was appropriate for that
period of time. The transportation improvements and subsequent opening of hundreds of acres of
retail land along the TH 169 bypass has changed the focus of Downtown and provided an
opportunity for business to re-Iocate or establish in other parts of the community that have higher
traffic counts, increased visibility, better access, larger area, and few construction constraints.
More contemporary retailers are looking for larger lots to accommodate larger buildings, all first
floor retail sales, with parking lots immediately adjacent to their entrance. This type of facility is
not available in the historic Downtown and as a result, more contemporary retailers look to areas
that offer utility, land, and freeway access. Many people believe that Downtown Shakopee
cannot compete with the new retail areas on a one-to-one basis and as such, believe a new focus
for the Downtown is needed to establish it as a "niche" retail/commercial area that provides
alternative opportunities for business.
DOWNTOWN DISTRICT LAND USE PLAN
Through the tactics interviews and open house sessions held in connection with the 2003
Comprehensive Plan Update, it became apparent that the retention, maintenance and upgrading
of the Shakopee historic Central Business District was of vital importance to the community.
This area of the community represents Shakopee's historical identity and remains a vital piece of
the community's total composition. External elements that are affecting the downtown include:
. The "new" TH 169, which re-routed much of the regional traffic away from the
Downtown and Riverfront/First A venue Districts.
. The potential closing of CR 69 access to TH 169 which currently preserves the historic
travel route into the Downtown from the southeast.
. The introduction of new commercial areas at the freeway interchanges which provide
uncluttered supply of attractive commercial land with highway visibility and
accessibility.
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The aforementioned features changed the commercial focus of Shakopee from its historic
commercial districts to new growth areas which is strongly reflected in the rapid development of
the Marschall Road/TH 169 interchange area. As the City continues to take advantage of the
interchange locations to promote additional commercial growth, the role of the Downtown
District will certainly change in character. The commercial role of the Downtown District will
likely move from a primary retailing land use to more of a service, office, entertainment, and
specialty retailing focus.
COMMERCIAL CORE
Historically, growth within the Downtown Business District has expanded sporadically into
adjoining residential neighborhoods, converting homes into businesses and interrupting cohesive
residential neighborhoods. In looking to the future of the Downtown District, the proposed
Downtown District land use plan attempts to consolidate and define the limits of the commercial
core area, while providing land area for some business expansion and growth. Through
consolidation of the commercial core, the City will concentrate its commercial redevelopment
efforts within an area that is pedestrian-friendly and promote a high level of business interchange
between Downtown businesses.
The commercial core provides for additional commercial expansion area between Scott and
Spencer Streets, and extends south toward the Scott County campus in an attempt to integrate the
campus with the Downtown. Within the core area, there are a number of existing single family
homes. It is proposed that over time the houses would be converted to commercial land uses.
Acquisition and land assembly may be important in bringing new development interests to the
area or accommodating the in-place expansion of existing business. Historically, the City has
been reluctant to acquire homes for redevelopment; however, as the community continues to
mature, redevelopment will not occur without some public participation. Currently, the Scott
County HRA has a program entitled "land banking" in which the HRA, in cooperation with the
City, will acquire substandard or non-conforming homes that may be earmarked for
redevelopment. Through this program, the homes are purchased as they come up for sale by
willing sellers. This avoids the politically sensitive issue of eminent domain and costly
relocation expenses. Acquired homes are maintained as rental properties until sufficient land is
acquired to facilitate a private redevelopment project. The existing commercial development
establishes the theme for the Downtown District, both architecturally and from a land use
perspective. Generally speaking, buildings are located at or near the front lot line, with parking
at the rear of the buildings, and an abundant supply of on-street parking. Streetscape with
sidewalks throughout the central core promotes a uniform identity and a customer-friendly
atmosphere.
In 1999, the City of Shakopee adopted downtown design guidelines for the revitalization of the
Downtown/First A venue area. These guidelines should continue to be implemented as a
standard for all new development or redevelopment within the central core area with the intent of
maintaining the historic theme of the Downtown.
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Within the Downtown District, a number of well maintained older homes exist that contribute to
the architectural theme of the Downtown. Opportunities may exist to retain these historic homes
or perhaps convert the homes to office uses, while preserving the historic exterior appearance.
Related to the Downtown is the need for convenient parking, both for the central core area as
well as the Scott County Courthouse. As the Courthouse expands, additional Courthouse traffic
will be generated and parking demand will be increased. It will be advantageous for the parking
lots to be located with access to both the Courthouse and the central commercial core area to
allow for shared parking arrangements.
Currently, there are a number of parking lots within the Downtown that are shared at the rear of
the buildings. This type of shared parking arrangement should continue to be promoted. An
example of this arrangement exists north of First Avenue, near the Levee Apartments, along
Fuller Street. The parking lot was improved and the intersection of Fuller Street and 1 st A venue
was expanded into a full intersection. These improvements have increased accessibility and has
made this area, a more recognizable connection to the central core.
This parking location is also advantageous for the expansion and development of Huber Park,
which is a community park located between the Minnesota River and First A venue, east of Lewis
Street. Huber Park has been developed to offer attractions drawing both residents and non-
residents alike to the Downtown. The availability of parking is essential to the success of any
special events that will be conducted at the park as well as convenient access back into the
central core of the Downtown.
As redevelopment occurs in the Downtown areas and new businesses are introduced, parking
will become an issue that will require further attention. The City provides on-street parking and
some public parking lots. Future redevelopment projects will need to expand available parking
in the Downtown District, the following strategies are offered for consideration:
1. Redevelopment sites must be large enough to address the parking needs of new
businesses.
2. Where 100 percent shared parking is provided, a reduction in the amount of
required parking may be considered for redevelopment projects that lack area to
accommodate its total required parking.
3. Where required parking cannot be provided in compliance with the City Code, the
City may allow a reduction in the amount of parking provided a cash contribution
to a Downtown parking fund is made. The parking fund would be used to help
finance the development of public on-street or off-street parking stalls.
Contributing to the architectural theme intended for the central core area will be streetscape and
on-street parking arrangements which contribute to and blend into the character of the
Downtown. With the expanded commercial core area along Second and Third A venue and
proposed improvements west of Scott Street, it is expected that the streetscape treatments that
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already exist in the core area will be extended to provide a unified appearance for all commercial
areas within the Downtown.
A specific area of focus should be Fuller Street. A strong recommendation to open the Fuller
Street/First A venue intersection to a four-way intersection providing access north of First
A venue and street improvements that provide a view up to the Courthouse as a focal point of
development, should be encouraged. Both building design and streetscape treatment are strongly
encouraged along Fuller Street to provide a focal point accent for the Downtown. To encourage
business interchange, the streetscape between the Downtown core and the Courthouse must
provide sidewalks that encourage pedestrian travel between the two areas and shared parking
arrangements.
PUBLIC / SEMI-PUBLIC USES
There are a number of public land uses within the Downtown that greatly contribute to the
vitality of the central core. The Scott County Courthouse generally acts as an anchor for the
Downtown due to its attraction of both employees and consumers to the area. The expansion of
the County campus, including the Justice Center and Law Enforcement Center are seen as a
benefit for this area in that it will contribute additional jobs and provide a greater attraction for
Downtown. Planning for this area should focus on integrating the Courthouse with the central
core area related to architecture, site design, pedestrian connections, and parking lot
configurations. Circulation between the Courthouse facility and the central core area should be
emphasized both for automobile and pedestrian access.
The City has recently constructed a new municipal library at the corner of Lewis Street and 3rd
A venue. This is another public use that contributes to the attraction of the Shakopee Downtown.
In discussions during tactics interviews, two areas of concern for the central core included the
potential loss of the City Hall from Downtown and its relocation over to the Marschall Road
location. From the City's perspective, the Marschall Road District provides an attractive and
economic relocation site for the City Hall offering both sufficient land area to accommodate the
proposed expanded building and needed parking for municipal employees. The Police building
and Public Works/Engineering buildings are already located on Gorman Street in that corridor.
The future loss of the City Hall from Downtown would present a challenge for the core area,
finding a reuse of the building in a manner that will continue to contribute to the vitality of the
Downtown.
There have also been discussions about the possible relocation of the post office from the
Downtown to an industrial location. These conversations center on the idea that a new, larger
post office will be required to address Shakopee's growing service area. The post office would
like to maintain all their processing as well as delivery from one facility. The loss of the post
office from the Downtown would be seen as a loss of another major attraction from the
Downtown commercial core. Efforts should be examined as to how to retain this use within the
Downtown area. One opportunity might be examining potential relocation on the west side of
the District within the industrial area, near Apgar Street. The issue that results is the need for
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land assembly to create a lot large enough to facilitate both the post office and their processing
needs all on one site.
INDUSTRIAL LAND USES
Industrial land uses are proposed in the western portion of the District between First and Third
A venues. The industrial area incorporates Rahr Malting, which is a historical landmark for the
City of Shakopee representing a major employer and tax contributor to the community. This is a
heavy industrial use that is reliant on both large truck and rail access for raw materials and finish
products. It is anticipated that Rahr Malting will continue to be a longstanding land use in this
portion of the community and thus planning efforts must be undertaken to ensure that
transportation routes remain available to facilitate ease of access and egress from the site to the
major transportation corridors, i.e., TH 169.
The industrial land use pattern that is proposed incorporates land as far east as Apgar Street.
This includes some additional smaller industrial uses that already exist in the Downtown. The
departure of CH Carpenter Lumber Yard from the area offers a redevelopment opportunity for
either the expansion of Rahr Malting or the introduction of a new industrial use. This site is
compromised by the railroad right-of-way that bisects the property; however, the site's
availability may present opportunities for alternative uses such as the post office.
MIXED USE
The River City Centre provides a strong example of a mixed use redevelopment, blending
ground floor commercial with 52 senior apartments on the upper two floors. The blending of
complementary land uses within the commercial core is encouraged to provide expanded
commercial opportunities and build local market support through the introduction of additional
housing within the Downtown area.
North of First Avenue, mixed use land use designation is proposed to accommodate existing
residential, commercial land uses, and other uses. This area of the Downtown District is
located away from the central core but is isolated by First A venue and the Minnesota River
corridor. Examination of the land uses in this area indicates that some of the residential uses and
businesses exist in marginal conditions and offer opportunity for change in land use. Mixed use
offers future redevelopment opportunities for either commercial or residential development, and
is suggested for this area due to the limited size of the area, because the site is isolated from other
land uses, and the site offers excellent access to major traffic corridors. The introduction of
residential uses to this area would introduce both population and households that could serve as
market support for the Downtown core commercial area.
Future redevelopment could also include a single project that would include a combination of
commercial and residential land uses similar to the River City Centre.
The mixed land use designation provides some protection for the existing land uses in the area
provided they are properly zoned and do not once again become non-conforming uses. The
designation would accommodate property owners' opportunities for reinvesting or expanding
their homes or businesses.
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Northridge Court, developed by the Scott County HRA, has also contributed additional senior
housing opportunities in Downtown. In addition, it replaced existing parking that was not well
used with more useable parking on CSAH 101.
An additional element that has been identified by the City through the tactics interviews is the
desire to provide a greater emphasis of development styles that may take advantage of the vistas
along the Minnesota River corridor. The provision of higher density residential use offers
opportunities for vertical development on the site that exposes river views that would not
otherwise be taken advantage of with less intense land uses. The high density residential area
will offer opportunities for taller buildings that provide an architectural statement for the
downtown area and views into the river corridor area. High density residential development
could also provide design tlexibilities that could allow site sensitive architecture and integration
with industrial land uses south of First A venue.
LOW DENSITY RESIDENTIAL
The Downtown District includes a number of low density family areas. The following strategies
address the low density land uses:
1. The Downtown District plan attempts to define the commercial core and other possible
future land use redevelopment areas. This district definition should prevent the
continuation of commercial uses dispersing into the established residential neighborhood
south of the Downtown District.
2. A number of single family homes exist within the Downtown District. In order to
protect the existing housing stock, the City amended its zoning to allow single family
homes as permitted uses within the commercially designated areas of the Downtown. As
a permitted use, the single family home may be maintained and expanded.
3. The Downtown District contains some single family homes with original historic
architecture. Where possible, the City wishes to retain these structures and allow future
conversion to commercial uses that will contribute to long range commercial goals for the
area.
HUBER PARK
At the time that the 2003 Update was prepared, the Huber Park master plan had not been
implemented. The grand opening of the park occurred in June of2007 as a part of the City's
sesquicentennial celebration. In addition to the major park improvements (performance
structure, storage and restroom building, trails, picnic areas and community play structure), the
Sommerville Street crossing at CSAH 101 was reconfigured with the cooperation of Scott
County in order to make pedestrian access from the Downtown easier.
3.5.3 RIVERFRONT/FIRST A VENUE DISTRICT
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
The Riverfront/First A venue District is located south of the Minnesota River and generally north
of the railroad tracks with the west boundary being Sommerville Street and the east boundary
about 200 feet east of Marschall Road. The District is characterized by abundant natural features
along the riverfront with a mix of low to medium density residential housing dispersed along the
Riverfront/First A venue Corridor with commercial uses. There is not a clear pattern to the
development and some vacant, underutilized and/or non-conforming buildings and lots are
present. As First A venue is also the CSAH 101 Corridor, the visual impression of the District is
dominated by an urban highway appearance with little green or landscaped space. Generally,
asphalt or gravel parking lots abut the sidewalks that are located on both sides of First A venue.
Newer construction is characterized by increased setbacks from First Avenue and landscaped
yards. There is a mixture of building forward construction (typically older, historic buildings
and homes) and uses utilizing larger front parking lots and exterior storage. A variety of
businesses including fast food, sit down restaurants, auto sales, storage yards and offices along
with a mix of older and historic residential homes and churches are located within the District.
LAND USE PLAN
Upon evaluating the physical characteristics of Riverfront/First A venue District along with the
issues and expectations identified through the tactics interviews, the following land use plan
suggestions are made.
COMMERCIAL
While most of the Riverfront/First A venue Corridor is currently zoned commercial, the
commercial land use patterns have been sporadic and eclectic in overall design. The 2002 Scott
County HRA Analysis of Commercial Land Absorption for Scott County and Shakopee
suggested that Shakopee currently has an oversupply of commercial land use. This current
supply, in addition to areas identified through the comprehensive planning process for new
commercial growth, suggest the opportunity to reduce somewhat the commercial land supply
along First Avenue. It is likely that market conditions may lead to some changes in the quantity
and types of commercial uses along First A venue.
The Land Use Plan attempts to build on existing strong businesses in the area. On the west end
of this district, commercial locations currently exist between Fillmore and Spencer Streets and
are proposed to continue to exist as an extension of the Downtown District. Additionally, the
plan proposes a commercial node located at the intersection of Marschall Road and First A venue.
This high volume intersection is currently surrounded by entertainment and recreational
commercial uses including restaurants, hotels, and the VFW. By concentrating the development
at this single location, the City will be looking to promote an attractive commercial image along
the balance of First A venue.
In looking at the proposed commercial areas, the City should focus on land uses that will
complement the existing in-place commercial businesses. Two areas of specific concern in this
vicinity is the existing manufactured housing park (Valley Haven) located north of First A venue
and immediately west of Dangerfield's Restaurant and the automobile dealership south of First
A venue. The manufactured housing park is in a state of decline. The structures are showing
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deterioration and the grounds are not well maintained. The overall impact of the manufactured
housing park's existence is a negative impact on the surrounding commercial uses. The future
relocation of the manufactured housing park will be essential for the future success of this
commercial area.
A second area of concern lies south of First A venue and east of Marschall Road. These sites
have been occupied by uses (automobile dealerships in the recent past) that have historically
relied on the traffic flow along First A venue. With the diversion of traffic to the TH 169, such
businesses may look at alternative sites at one of the TH 169 interchanges. This would leave two
large sites available for future redevelopment. The type of commercial land uses for these
locations should be complementary to the surrounding properties and the existing commercial
businesses.
In the tactics interviews, concern was been raised with the eclectic appearance of many of the
existing commercial uses. There is a desire for a uniform streetscape treatment that is similar to
Downtown to be extended along First Avenue and Marschall Road. The importance of
streetscape in establishing a community's character cannot be overstated. Features provided
along a community's streets help make it spatially memorable. In this regard, streetscape along
the City's Downtown transportation corridors is viewed as a step toward implementing a positive
community image. In considering Downtown Area streetscape efforts, an identifiable image has
already been established in the historic urban area and future efforts along First A venue and
Marschall Road should expand and reinforce that image.
While the reinforcement of the Downtown image along First A venue and Marschall Road is
believed possible, it should be recognized that an exact replication cannot be achieved due to
expanded right-of-way and street width requirements, County access standards and the need for
building setbacks. To emphasize the downtown character, it is suggested that a maximum 20
foot front yard setback be imposed for new redevelopment. This will make the building part of
the streetscape and reduce the current emphasis on front yard parking and sales lots.
Streetscape improvements may exist within the public right-of-way, upon private property (front
yard areas) or a combination of both. Along the First Avenue and Marschall Road corridors, it is
recommended that both right-of-way and private property streetscape improvements be pursued.
Boulevard areas (within the street right-of-way) should be devoted to pedestrian
circulation/walkways, street furniture, planters, lighting etc. while private property
improvements may primarily include plantings and business signage.
The following exhibits suggest streetscape improvements that may occur in conjunction with
new redevelopment projects.
1. Right-of- Way Improvements. Due to the limited right-of-way and functional
classification of these roadways, the proposed right-of-way improvements are primarily
utilitarian, focusing on transportation (automobile, pedestrian, mass transit).
a. Prohibition of on-street parking on First A venue and Marschall Road.
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b. Proposed improvements within the boulevard:
. Sidewalks 10 feet wide extending from curb. Additional width is
suggested to provide pedestrian safety and comfort along this high
volume street. The wider sidewalk should also reduce maintenance
pertaining to the care of grass areas.
. Street lighting ( duplicate the Downtown street lighting and
banners).
c. Uniform signage.
d. Street furniture (benches, trash receptacles).
e. Mass transit stops.
2. Private Property Improvements. The private property improvements associated with new
development or redevelopment would emphasize the aesthetic streetscape features.
a. Expand buildings toward the streets.
b. Prohibit front yard parking, storage or sales lots. Parking lots would require
proper screening from public rights-of-way using curtain walls that match the
building design or landscaping.
c. Front yard landscaping could include the planting of canopy trees with uniform
setbacks from the street and spacing that contributes to the streetscape appeal.
d. Front yard areas may be landscaped or designed with sidewalks or plazas to
reduce landscape maintenance.
e. Front yards would also be available for uniform business signage.
Implementation of the streetscape improvement will likely occur incrementally along First
A venue or Marschall Road. Some of the improvements such as the right-of-way improvement
may proceed with the private property improvements.
[;ity of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008
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City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 4
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
MIXED USE
A mixed land use is proposed on both north and south of First A venue. This land use
classification is reflective of existing uses in the area and provides the City with some flexibility
in evaluating its future redevelopment options.
The area along First A venue has an eclectic land use pattern that includes both residential and
commercial land uses. The mixed land use classification will allow these existing uses to
continue as conforming uses. The future range of uses proposed within this mixed use area will
be commercial land uses as well a variety of residential housing types designed in a manner that
accomplishes the City's streetscape and design intentions.
Within the area, there exist a number of older homes that have historic architectural value that
may offer opportunities for renovation and continued uses of residential homes or reuse as
commercial or office land uses in the future.
Through the establishment of the mixed use land use classification and subsequently change in
zoning that will reflect the mixed use intentions, existing homes that are currently non-
conforming under the commercial zoning classifications will continue to be allowed as permitted
uses, thus permitting the property owners opportunities for reinvestment of their homes and
maintenance of their structures beyond means of retaining value and promoting a more desirable
residential neighborhood.
LOW DENSITY RESIDENTIAL
The Riverfront/First A venue District includes a number of low density single family areas. The
following strategies address the low density land uses:
1. With a mixed land use classification, the City has the intention of allowing for a range of
residential and commercial land uses within the same area. Within the mixed use zoning
classification, performance standards will be established to ensure compatible land use
relationships between the different uses.
2. The City will amend its zoning to allow single family homes as a use within the mixed
use area designated within the Riverfront/First A venue District. Existing single family
homes will no longer be non-conforming and may be maintained and expanded as a
means of retaining value and promoting reinvestment in these neighborhoods.
3. The Riverfront/First A venue District contains some single family homes within the
original historic architecture. Where possible, the City wishes to retain these structures
through renovation to promote their continued use as residential housing units or their
conversion to commercial uses that will contribute to the long range commercial goals for
this area.
City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 6
Shakooee. Minnesota 2030 Comorehensive Plan Land Use
SUMMARY OF RIVERFRONT/FIRST A VENUE DISTRICT
RECOMMENDATIONS
1. Concentrate commercial land uses within the Riverfront/First A venue Planning District.
2. Examine opportunities for the relocation and redevelopment of the manufactured housing
park located north of First Avenue and west of Dangerfield's Restaurant.
3. Investigate redevelopment potential of the automobile dealerships south of First A venue
and east of Marschall Road. If these become available through dealership relocation,
land uses that are complementary to the current restaurant and hospitality theme should
be encouraged. Other potential uses that may be appropriate for the area would be
offices which could benefit from their proximity to Shakopee' s industrial park.
4. Examine commercial performance standards that encourage redevelopment to have
building forward site design that utilizes the building architecture as an accent for the
overall First A venue streetscape.
5. Control access points from First A venue into commercial sites. Locate parking between
buildings and use accent walls or landscape screening to minimize their visual impact on
First A venue. Promote shared parking arrangements to minimize the overall parking
demand within the commercial areas.
6. Establish uniform streetscape through sidewalks, landscaping, and street lighting that
provides a uniform appearance along First A venue. Streetscape treatments should
continue through the commercial areas and into the proposed residential areas.
3.5.4 MARSCHALL ROAD DISTRICT
The Marschall Road District is comprised of the land uses located directly east and west of the
section of Marschall Road situated south of First Avenue and north of Tenth Avenue. The
District is characterized by development of a mix of professional offices, motels, fast food
restaurants, convenience and strip center retail as well as high-density residential apartments.
The majority of development along the Marschall Road Corridor appears to have been
constructed within the past thirty years. Marschall Road is a CR and has been designed as an
urban section A Minor Arterial street with sidewalks on both sides of the street.
LAND USE PLAN
COMMERCIAL
The commercial development on Marschall Road represents a more contemporary design than
the other historic commercial districts. The buildings are in good to excellent condition. Site
plans generally reflect a suburban shopping center design in most cases with large parking lots
along the street, forward of the building.
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In evaluating the redevelopment potential of Marschall Road, it will take lower priority than the
Riverfront/First A venue and Downtown Districts. Redevelopment opportunities within the
Marschall Road District will likely be less eminent, however, there will be opportunities to
improve the overall appearance through the Marschall Road corridor as well as promote a higher
degree of business interchange.
The introduction of the City Hall/Police Department site to the Marschall Road corridor area
provides opportunity to add another exciting attraction to this commercial area. The City
Hall/Police Department site design and building architecture should establish a theme that the
City hopes to promote throughout the balance of the Marschall Road District. Design should
emphasize quality exterior building materials, building orientation toward the street, and
pedestrian-friendly connections along Eagle Creek Boulevard and Gorman Street.
Areas along First A venue and Marschall Road may offer opportunities for redevelopment. The
uses at this intersection include two auto dealerships that may select relocation sites near the
higher traffic volume of TH 169 bypass. In the event that these sites become available, the
redevelopment strategies should build on the existing commercial hospitality uses that are in the
area, which includes the restaurants and hotels. Development standards should promote the
buildings themselves as a streetscape amenity and push the buildings closer to First A venue.
Streetscape along First A venue should emphasize landscaping, street lighting, and sidewalks to
make the area a more pedestrian-friendly location.
The streetscape guidelines identified in the Riverfront/First A venue District will be extended to
the Marschall Road District.
There is a need to upgrade Marschall Road in order to adequately handle additional automobile
traffic. With this upgrade, improvements for pedestrian movements, intersection crossings,
signal timing, and overall streetscapes should be explored. Expressed in the comments received
through the Tactics interviews, Marschall Road has a very commercial feel due to the width of
the street and the lack of, or small size of, landscape materials and streetscape amenities at the
edges. There are means to soften this appearance through enhanced landscaping, sidewalk,
pedestrian furniture at major intersections, and street lighting. Through establishing a streetscape
theme, there may be an opportunity to improve the overall appearance of the existing
commercial areas while not requiring immediate redevelopment of individual sites. Infill
development in this area should attempt to be coordinated with existing developments to
promote more shared parking and pedestrian connections between buildings.
The Marschall Road District is surrounded by a concentration of medium density and high
density residential developments as well as a number of single family neighborhoods. This
immediate population should be encouraged to utilize the commercial locations along Marschall
Road by providing interconnecting pedestrian ways and extending a coordinated streetscape
theme down the adjoining cross streets.
Commercial composition of the various shopping centers should strive to promote or to provide
businesses and services that would be attractive to the immediate residential neighborhoods.
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
Both the business tenant composition as well as the overall area design will be critical in
maintaining the Marschall Road District as an attractive and inviting commercial area over time.
The Land Use Plan proposes to concentrate the commercial development by limiting future
expansion. There will be opportunities for some infill development, but further expansion of the
commercial area into the adjoining residential neighborhoods will be discouraged.
MEDIUM/HIGH DENSITY RESIDENTIAL
Additional medium and high density residential development is proposed along both sides of
Eagle Creek Boulevard. High density residential land use is proposed in the vacant areas that lie
north of Eagle Creek Boulevard between Marschall Road and Roundhouse Street. Additional
high density and medium residential developments will provide both more market support and a
compatible land use pattern with the adjoining commercial areas.
SUMMARY OF MARSCHALL ROAD DISTRICT RECOMMENDATIONS
1. The introduction of the City Hall site should establish an architectural and site design
theme that the City hopes to encourage through the balance of the Marschall Road
District. Elements should include appealing exterior finishes, shared parking
arrangements, and a pedestrian-friendly entrance and circulation pattern around the
perimeter of the City Hall site.
2. Redevelopment efforts will focus initially on the First Avenue/Marschall Road
intersection as a means of establishing a gateway into the community and to address
immediate redevelopment needs pertaining to the potential relocation of the car sales lots
and other outdoor sales uses. A commercial hospitality theme that builds on existing
strong anchors, including the hotels and restaurants, should be promoted. The
introduction of new commercial uses should take into consideration the surrounding land
uses of medium density and industrial and provide complementary and compatible land
use mix that can serve the area.
3. In examining the future upgrade of Marschall Road, there is a need to provide a more
appealing streetscape to soften the appearance of this major thoroughfare. Efforts should
be undertaken to provide a pedestrian connection that runs parallel to both sides of
Marschall Road and functional and safe pedestrian crossings at each of the major
intersections.
4. In addition to the sidewalks or trail provisions, landscaping, street lighting, and street
banners should be of an attractive design that will contribute to the overall appeal of the
Marschall Road commercial areas. Efforts to integrate the individual commercial sites
with the streetscape should be made by providing pedestrian connections into the
commercial sites and into the adjoining residential neighborhoods as a means of
providing a greater means of business interchange between the available local markets
and the commercial sites.
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
3.6 EXISTING LANDMARKS AND DESIGN FEATURES
Within any City there are usually several landmark structures that provide visual focal points.
These focal points are often the taller buildings or structures that help define locations within the
City. These landmarks provide orientation for people moving in and through the community.
Within Shakopee these landmarks include:
. The Rahr Malting complex,
. The St. Mary's and St. Mark's Catholic Church steeples,
. River City Centre.
. Scott County Courthouse and Justice Center,
. Public water towers,
. Canterbury Park Grandstand,
. Valleyfair Amusement ride structures,
. Industrial structures for Peavey, Certain Teed and Anchor Glass.
Many of these structures are lit at night to create a unique contrast or image. These familiar
landmarks are important elements in the city's overall design.
Less noticeable urban design features include the regular street grid in the urban core area and
the CR system in the rural areas of the City. Combined with the Bloomington Ferry Bridge, the
Shakopee Bypass and the Mini Bypass, the transportation network creates an important
component to the urban design fabric in Shakopee. [Figure 2 illustrates many of these man made
urban design features.]
3.6.1 Urban Desi2n Considerations:
A visual assessment of Shakopee reveals the following geographic, resource, and design
strengths;
1. Compact historic Downtown area;
2. Small town character of the Downtown and older, developed residential areas;
2. Residential streets in the core area with mature street trees.
3. Tree lined entrance into the City from the north across the TH 169 bridge.
4. The bluff and the highlands overlooking the City.
5. Mature conifer trees in the east 4th Avenue area near the industrial park.
6. Spacing and location of focal point structures and buildings in the community.
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
7. Dramatic views of the Minnesota River Valley from the Mini Bypass Bridge and the
Bloomington Ferry Bridge.
8. Views from the highlands looking north over the City.
This same assessment reveals weaknesses that should be addressed whenever the opportunity
arises, including the following;
1. Lack of attention to views of the City from the TH 169;
2. Lack of identity when entering into the City from all directions;
3. Major utility lines and facilities in visible locations;
4. Large number of arterial and county roads that criss cross the City.
The assessment reveals that while Shakopee has many of the key ingredients in place to
insure that it remains a successful urban environment, it also faces several challenges that need to
be met for the City to maintain and enhance the aesthetic character of the community.
3.6.2 Desi2n Conceots
Residential, commercial, and industrial developments that feature quality architectural design,
attractive landscaping, and other amenities are an asset to any community. Good general
maintenance and attractive signage are inviting, and send the message that residents and
businesses take pride in the community's appearance. Preservation of historic or architecturally
significant buildings also signals that the community values these cultural treasures. To the
casual observer the city's visual aesthetic quality is the most noticeable aspect of good design.
Other aspects of design also contribute to the city's aesthetic quality. Developments that are
pedestrian friendly invite the public to browse and spend time. Smooth traffic flow makes it
easier for customers to visit an establishment. Good design promotes efficient use of space, low
maintenance cost, and more opportunity for open space.
Through good design, the negative effects of noise, fumes, glare, and litter can be reduced.
Sensitive orientation of buildings can take advantage of sun in the winter and shade in the
summer. Through sensitive design desirable views can be protected and undesirable sights can
be screened. New developments can be made be compatible with surrounding land uses.
Successful designs provide a sense of continuity and architectural harmony. They provide
transitions and buffers when more intense land uses abut low-impact uses. Examining the layout
of adjoining properties helps determine where to locate access to avoid traffic conflicts and may
suggest opportunities for creating open space or making pedestrian connections.
3.6.3 Desi2n COIDoonents
In many cases design measures can be instituted with little or no additional costs. Often all that
is required is forethought and coordination. Costs can be offset by more efficient designs and
increased property values.
The following is a list of urban design components related to public and private lands:
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
Public Realm Private Realm
Land Use Patterns Site Planning
Transportation Systems Buildings
Gateways and Entryways Utilities
Corridors and Nodes Parking Lots and Driveways
Streetscape Landscaping
Utilities Signs
Lighting Lighting
Maintenance Maintenance
3.6.4 Imolementation Mechanisms
A community can choose from a number of mechanisms to promote good design. For private
sector projects, the level of requirements varies in degree from codes or ordinances to
recommended guidelines. Community values, market resources, and political support dictate
which methods to pursue. The following lists many of the implementation mechanisms for
private projects.
~ Mechanism
Regulatory Minimum standards for parking lot landscaping,
screening, open space, transitions, access drives,
etc. ; property maintenance regulations and codes.
Incentives Zoning bonuses, grant/loan programs, tax
abatement, historic preservation
Design Review Review site plans and/or architectural plans with
authority to mandate changes in design based on
predetermined criteria or guidelines
Education Design manual, Seminars, Pamphlets, and A wards
3.6.5 Priority Areas
Not all design mechanisms should be applied on a citywide basis. Some level of design review
may be desirable in the Downtown but not elsewhere in the City. Code enforcement may have
more noticeable results if targeted in certain commercial, industrial or residential areas. Sign
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regulations need to account for special characteristics in different districts. The following is a
review of areas where such efforts should be focused:
3.6.6 Community Entrances
Five primary community entrance points will exist in the City after the completion of the TH
169. The Urban Design Plan, Figure 1, illustrates these entry points. The five primary entrances
into Shakopee include:
1) The east entrance off of the Bloomington Ferry Bridge and TH101,
2) The north entrance into Downtown on the Mini Bypass Bridge,
3) The west entrance near the Shakopee Town Square mall on TH 169,
4) CR 17,
5) CR 83,
6) CR 18.
3.6.7 Corridors
Heavily traveled corridors such as the TH 169 offer a lasting image of the community and help
establish a community's identity. Efforts along this corridor can produce distinctive results. The
Bypass has been designed to be depressed in the center third of the City. This design will reduce
noise impacts on the adjacent residential areas but also creates limited views of the City. The
Bypass is at grade or elevated on the west and east ends in the City. Visibility is much greater in
these areas. Signage and landscaping regulations in the Zoning Ordinance should be closely
reviewed to consider potential impacts in these areas. Surplus Minnesota Department of
Transportation right-of-way parcels may be available to the City for specific redevelopment
projects that can enhance the community's image.
Additional planning and design within the next two to three years for Marschall Road, East and
West 1st Avenue, and Canterbury Road (north of the Bypass) should be considered. As the
community grows, CR16, CR17, CR 83 and CSAH 21 also become major corridors needing
attention.
3.6.8 Downtown
The Downtown Riverfront Plan is a special study authorized by the Shakopee City Council in
1994. Figures 6 and 7 illustrate some of the conceptual themes developed in this plan. The
projects recommended in this area plan should be brought into the next several years of capital
improvement programming.
3.6.9 Streetscaoe
Over the past several years, the City has invested substantially in the Downtown Streetscape
project, as well as the River City Centre project. As a result an attractive urban setting has been
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established. Numerous building improvements have been and continue to be made in
Downtown. Quality maintenance of the Downtown Streetscape should be continued by the City
to keep the public properties clean and attractive. The Downtown Rehabilitation Grant Program
has been a tremendous success in reshaping the image of Downtown. This program should be
confirmed and updated as appropriate.
The residential neighborhoods in the urban core area generally have a consistent tree landscaping
theme. Maintenance and replanting programs should continue or be enhanced to promote the
City's street tree resources. The street tree program should be a part of urban street
reconstruction projects where appropriate. An inventory of the street trees should be taken in the
next two years as part of the program development.
3.6.10 Transition Areas
The need for transitions between properties occurs when industrial or commercial areas abut
residential uses. In these cases transitions are important to protect and preserve the residential
areas. Transitions should include a combination of open space, landscaping, and screening on
private property and in the rights-of-way. Maintenance of these areas is essential to nnaintain
the long-term benefits of such efforts. The tree planting program for Vierling Drive is one
successful transition area project along a right-of-way in the City to date.
In 1994, residential development started to fill in the area west of Canterbury Park. Additional
vacant land exists between the recent residential development known as Prairie Bend and the
racetrack site. With the entertainment and commercial markets never reaching the anticipated
growth in this area, the City has planned residential uses up to Shenandoah Street. With
residential uses adjacent to the entertainment areas east of Shenandoah Street, additional
landscaping and tree plantings would be desirable to buffer the uses. Designated as a collector
street, the right-of-way width for this street should be sized to provide for the additional street
tree plantings.
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3.7 GOALS, STRATEGIES, AND TACTICS:
Because of the substantial relationships between the land use, transportation, sanitary sewer and
other plan elements, there may be some redundancy between the goals, strategies and tactics set
forth below. Wherever one of the other plan elements provides more specific, but not contrary,
goals, strategies and tactics, those should control.
LAND USE
Goal 1. Preserve and enhance Shakopee's natural resources that have been identified
in the City's Natural Resources Inventory and Natural Resources Plan.
Strategy 1.1. Encourage new development to occur in a pattern that minimizes the
disruption of important identified natural resources and fosters
natural resource corridor connections.
Tactics:
1.1.1 Development proposals that preserve existing wetlands or replace wetlands on site
shall be preferred over proposals that create replacement wetlands.
1.1.2 Allow the protection of farmland prior to urbanization through the use of the
Agricultural Preserves Act, which provides tax benefits and additional protection for
areas identified for long-term agricultural use.
1.1.3 Coordinate with Scott County (which has ongoing maintenance authority within
the City) on the siting, design, construction and maintenance of on-site sewage disposal
systems that are consistent with the applicable requirements set forth in the Met Council's
Water Resources Management, Part 1, Wastewater Treatment and Handling Policy Plan.
1.1.4 Adopt a stormwater ordinance that addresses City-wide stormwater issues,
including assessing the need for regional stormwater facilities and wetland preservation.
1.1.5 The City will continue development and maintenance of a geographic information
system (GIS) to monitor development, public assets, and important natural resources.
MUSA STAGING
Goal 2. Promote new urban development that generally occurs adjacent to existing
urban development, can be readily served by urban services, and uses land efficiently.
Strategy 2.1. The City will plan for the gradual and staged development of land in a
manner that minimizes the public costs of providing public services.
Tactics:
2.1.1 Growth in population, households, employment, and commercial/industrial
development will be projected using Census data, Metropolitan Council statistics and
building permit information. Projections should be compared to actual growth figures on
an annual basis to determine whether sufficient vacant land is available to meet current
and future needs while avoiding market price distortions.
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
2.1.2 Developers shall be required to provide any and all of the infrastructure necessary
to serve their proposed development. The City may require that infrastructure be
oversized to meet the greater needs of the City, but the developer shall not be responsible
for such infrastructure over-sizing costs.
2.1.3 The City will maintain a right-of-way management program to more fully and
efficiently utilize the public lands. Street trees, pavement management, and sidewalk
management will be addressed in this program.
2.1.4 The City will maintain accurate flood plain maps, and will use them to help
identify locations for potential infill developments.
Strategy 2.2. The City will actively discourage urban development in areas that do
not have access to a full range of City services (i.e. sanitary sewer, water, surface
water drainage, and roadways).
Tactics:
2.2.1 Future unsewered residential subdivisions should be required to plan for re-
subdivision of land when sewer service and/or water service becomes available.
Clustering of lots and houses and transfer of density will be encouraged as long as the
overall density of one house per 10 acres is maintained and safe septic tank operation is
insured.
2.2.2 The minimum lot size for unsewered industrial land will remain twenty acres.
2.2.3 The City will continue to coordinate the land subdivision process with the Scott
County's Recorder's Office so that all land subdivisions and divisions within the City of
Shakopee are approved by the City prior to their recording at Scott County.
2.2.4 Undeveloped areas outside of the MUSA line will not be rezoned to allow
commercial, industrial, or urban residential uses.
Strategy 2.3. Encourage balanced development of land suitable for commercial,
industrial, and residential uses.
Tactics:
2.3.1 Sufficient tracts of land will be identified for future City-wide retail development
in the vicinity of CR 69 and TH 169.
2.3.2 In order to foster long-term job creation, the City will reserve prime sites for
industrial development even if in conflict with short-term residential and commercial
development market forces. Prime industrial sites would be those with good rail and/or
street access, large lots and a high degree of compatibility with surrounding uses and the
environment.
2.3.3 Each urban zoning district shall be monitored annually and expanded as necessary
to ensure that there is projected to be at least a five-year supply of developable sewered
land within each district.
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2.3.4 Areas in the City which, at the date of adoption of this plan, bore a zoning
classification inconsistent with the land use identified on the accompanying Land Use
Plan map are intended by the City to be rezoned at the time of development or
redevelopment.
NEIGHBORHOOD PLANNING
Goal 3. Create desirable and livable neighborhoods by encouraging residential
development that is compatible with adjacent land uses and transportation facilities.
Strategy 3.1. Manage transitions between land uses of different intensity by
utilizing setback requirement, berms, landscaping, berms, mixed-use development
zones, open space, recreational areas, or other buffers.
Tactics:
3.1.1 Special areas studies should be prepared for areas with difficult land use
transitions (e.g. the areas around Stagecoach Road, the areas in the CR 69 corridor).
3.1.2. Corridor plans should be developed for Marschall Road and First A venue to
improve transitions between land uses, retail vitality, overall appearance, and safety.
Strategy 3.2. Allow only uses within the City's zoning districts that conform to the
intent of the district.
Tactics:
3.2.1. The B-3 (Downtown Business) Zone should be reviewed, and if necessary,
updated to allow maximum flexibility in the horizontal and vertical mixture of land uses
as described in the Downtown Plan. Regulations should result in development that is
compatible with the historic character of the core retail area, promotes public open space
and provides a smooth transition to the surrounding established residential
neighborhoods.
3.2.2. The commercial zoning districts (B-1 and B-2) should be reviewed and, if
necessary, updated to ensure that there are appropriate standards to distinguish between
neighborhood, city-wide, and regional shopping areas.
3.2.3 Areas in which the uses are inconsistent with the land use plan should be
identified, and strategies should be developed to bring them into compliance or to
redevelop them.
Strategy 3.3. Minimize potential conflicts between major streets and adjoining land
uses.
Tactics:
3.3.1. Prohibit direct access from new residential lots to arterial and collector streets in
urban districts at the time of platting.
3.3.2. Sight triangles shall be used to prevent obstructions that can create traffic hazards.
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3.3.3. Review signage and lighting regulations to insure that they prohibit signage and
lighting that may create traffic hazards.
3.3.4. Industrial and commercial areas should be located so that truck traffic may access
them without using residential streets.
Strategy 3.4. Promote unified developments through the use of area plans or
planned unit developments and by discouraging strip development.
Tactics:
3.4.1 An entire tract in common ownership must be planned before significant
development is allowed in any part of the tract.
3.4.2 Zoning and subdivision powers shall be used to limit the number and spacing of
curb cuts on roadways and encourage the use of shared driveways.
3.4.3. Commercial development shall be clustered at key locations instead of continuous
strips of freestanding commercial uses.
3.4.4. Commercial lots should be sufficient in size and depth to provide for off-street
circulation among neighboring businesses.
Goal 4. Improve the community's image in the mind of Shakopee residents
and non-residents through physical improvements.
Strategy 4.1. Improve the appearance of major corridors.
Tactics:
4.1.1. The City will identify primary and secondary corridors for the community that
will be developed through a public-private partnership to include a common landscaping
theme.
4.1.2. The City will identify primary and secondary entry points for the community that
will be developed through a public-private partnership to include common
greeting/directional signage, monuments and/or landscaping.
4.1.3. Regulations will be developed and approved requiring land developers to plant
and maintain trees along all of a new development's streets following a comprehensive
planting plan.
4.1.4 The City will perform a complete review of its signage requirements to ensure
that the requirements are flexible enough to identify each business given street conditions
(speed, terrain, etc.) yet stringent enough to prevent dangerous traffic conditions, the
obscuring of other business signage, and visual "clutter".
Strategy 4.2. Promote and require attractive private development through public
regulations, by example, and market pressure.
Tactics:
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4.2.1. The City will regulate and review the design of new commercial, industrial, and
multiple-family residential sites, paying special attention to landscaping, signage,
parking, trash handling, and lighting.
HISTORIC PRESERVATION:
GoalS. Maintain and enhance ties to the City's natural and historic assets.
Strategy 5.1. Increase public use of the riverfront and strengthen its relationship to
the Downtown.
Tactics:
5.1.1 Approve and begin implementation of the Riverfront Design Plan.
5.1.2 Link the Downtown to the river with pedestrian paths, roads, view lines, lighting,
signage, and parks.
5.1.3 Work with the Minnesota Department of Natural Resources, the U. S. Fish and
Wildlife Service, and the U. S. Army Corps of Engineers to improve public awareness
and use of the river.
5.1.4 Look favorably upon private proposals to redevelop property for new housing
along the river above the floodplain or to create new river-related commercial
entertainment businesses.
5.1.5 Advocate the extension of the DNR trail eastward through Murphy's Landing to
Fort Snelling.
Strategy 5.2. Develop a plan for historic preservation that contains
strategies that seek to promote neighborhood restoration and economic
development as well as preservation.
Tactics:
5.2.1. Develop and maintain a current inventory of structures and places with potential
historical, architectural, and cultural significance.
5.2.2. Support the nomination of viable historical, architectural, and cultural structures
and places to the National Register of Historic Places.
5.2.3. Take full advantage of national and state historic preservation programs, technical
assistance, and opportunities that enhance and strengthen local efforts.
5.2.4. Develop a recognition program for outstanding private preservation activities.
5.2.5. Balance the application of historic preservation provisions with other goals and
Strategies of the plan.
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Shakooee. Minnesota 2030 Comorehensive Plan Land Use
Strategy 5.3. Encourage preservation of buildings and places that have historical or
architectural significance.
Tactics:
5.3.1. Prepare an ordinance that promotes the preservation of historic structures.
5.3.2. Create reasonable financial incentives to assist in the cost of rehabilitation or
preservation.
5.3.3. Conduct a study to identify areas within the City that contain concentrations of
historic structures and sites to determine whether to establish local historic preservation
landmarks and/or districts.
5.3.4.. Encourage maximum flexibility in the application of the building code and zoning
ordinance to make it easier to renovate and reuse historic or architecturally significant
structures while maintaining life-safety features through the balance of the Marschall
Road District.
H:\ComPlan2008\draft chapters\Land Use\Land Use 2008_121 02008. doc
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LAND USE TABLE IN 5-YEAR STAGES
Existing and Planned Land Use Table (in acres) Incremental Acreage Increases in 5 yr categories
Allowed Density Range Existi ng Change
Housing Units/Acre (2000 ) 2010 2015 2020 2025 2030 2000-2030
Within Urban Service Area Minimum Maximum
Residential Land Uses
Low Density Residential 0 5 2789 710 526 1698 249 0 3,183
Medium Density Residential 5.01 8 607 29 0 0 0 0 29
High Density Residential 8.01 12 75 0 0 0 0 0 0
Mixed Use Primarily Residential* NA NA 0 0 0 40 0 0 40
CII Land Uses Est. Employees/Acre
Commercial 1613 28 0 0 0 0 28
Industrial 1257 0 183 0 0 183
Office NA NA 0 0 0 0 0 0
Mixed Use Primarily C/I* NA NA 0 0 0 0 0 0
Extractive NA NA 0 0 0 0 0 0
Public/Semi Public Land Uses
Institutional 442 0 0 0 0 0 0
Parks and Recreation 963 0 38 0 0 0 38
Open Space 1895 0 0 0 0 0 0
Roadway Rights of Way 2468 0 0 0 0 0 0
Utility NA 0 0 0 0 0 0
Railroad NA 0 0 0 0 0 0
Airport NA 0 0 0 0 0
Subtotal Sewered 12109 767 564 1921 249 0 3501
Minimum lot Maximum Existi ng Change
Outside Urban Service Area size lot size (2000 ) 2010 2015 2020 2025 2030 2000-2030
Rural Residential 2.5 acres or less 2.5 NA 607 578 578 96 50 0 557
Rural Residential 2.5 -10 acres 2.5 NA 828 680 657 26 0 0 828
Ru ral Residential 10-40 acres 2.5 NA 1647 1414 1318 1083 1015 0 632
Agricultural 40+ acres 40 NA 1867 1510 1198 612 503 0 1364
Subtotal Unsewered 4949 4182 3751 1817 1568 1568 3381
Undeveloped (SMSC) NA NA 1739 1739 1739 1739 1739 1739 0
Wetlands -- -- 0 0 0 0 0 0
Open Water, Rivers and Streams -- -- 251 251 251 251 251 251 0
Total 19048 19048 19181 19168 19168 19168 120
* For Mixed Use categories include information regarding the estimated minimum and maximum housing density ranges and acres/percentage of residential use.
* The Mixed Use designation by the City Council does not assume primarily residential or primarily commercial/industrial development.
Those acreages have already been included in the table elsewhere.
Acreages for new residential, commercial, and industrial development assumes that additional right-of-way for local streets will be provided.
The base transportation system of arterial and collector roadways is already in place.
Within Urban Service Area includes acreages annexed into the City.
Outside Urban Service Area reflects acreages within the City's current (2008) boundaries.
August 2, 2005
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City of Shakopee 2030 Comprehensive Plan Transportation
SHAKOPEE TRANSPORTATION PLAN
DECEMBER 2008
Prepared by:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
(763) 541-4800
(763) 541-1700 (Fax)
City of Shakopee 2030 Comprehensive Plan Transportation
T ABLE OF CONTENTS
1.0 INTR 0 D U C TI ON. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.0 STUDY AREA AND TRANSPORTATION SYSTEM OVERVIEW.....................................3
2.1 S tu d y Ar ea. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
2.2 Existing Roadway Functional Classification.................................................................4
2.3 Existing Roadway Jurisdictional Classification............................................................. 7
2.4 Existing Traffic Levels.................................................................................................. 7
2.5 Safety /Crash Information............................................................................................... 7
2.6 Transit Service............................................................................................................... 7
2.7 A vi a ti 0 n. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
3.0 GENERAL PLANNING CONSIDERATIONS........................................................................9
3.1 Future Land Use in Shakopee, Jackson Township, Louisville Township .....................9
3.2 Transportation Plans....................................................................................................1 0
4.0 TRANSPORT A TION ISSUES REVIEW AND ANAL YSIS ................................................14
4.1 Trunk Highway 41 River Crossing............................................................................. .14
4.2 County State Aid Highway 21 Extension................................................................... .15
4.3 Shakopee Mdewakanton Sioux Community Land--Valley View Road Extension.....16
4.4 Extension of Pike Lake Road...................................................................................... .17
4.5 CSAH 16 Area Study.................................................................................................. .17
4.6 Western Extension of 17th A venue............................................................................ .18
4.7 CSAH 17/TH 13 Corridor Study................................................................................ .20
4.8 CSAH 42 Corridor Study............................................................................................ .20
5.0 FUTURE TRANSPORT A TI ON NEEDS.............................................................................. .22
5.1 Analytical Approach................................................................................................... .22
5.2 Assumed Future Land Use and Baseline Roadway Network..................................... .22
5.3 2030 Traffic Forecast Model and Results ...................................................................23
5.4 2030 Roadway Deficiencies and Needs...................................................................... .24
5.5 Future Intersection Assessments and Improvements.................................................. .24
5.6 2050 T raffi c Re sui ts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .28
6.0 TRANSPO R T A TI ON PLAN ................................................................................................. .29
6.1 Funding Sources.......................................................................................................... .29
6.2 Capital Roadway Improvements................................................................................. .29
6.3 Future Roadway Functional Classification.................................................................. 30
6.4 Future Roadway Jurisdictional Classification............................................................ .30
6.5 Design and Right -of- Way Guidelines.......................................................................... 31
6.6 Trans it. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 6
6.7 N on- Motorized Transportation....................................................................................3 8
City of Shakopee 2030 Comprehensive Plan Transportation
List of Tables
5.1 Transportation Improvements Assumed as Part of2030 Baseline Roadway Network......... 22
5.2 2030 Transportation Analysis Zone Information................................................................... 23
5.3 2030 Roadway Design/Capacity Improvement Requirements ..............................................26
5.4 2050 Transportation Analysis Zone Information................................................................... 28
6.1 Roadway Design Guidelines.................................................................................................. 33
6.2 Right-of- Way Guidelines....................................................................................................... 34
6.3 Ace e s sSp ac in g G ui del in e s ................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3 5
List of Figures
Please note that all figures are compiled together at the end of the text.
1.1 Regional Location Map
1.2 2030 and 2050 Planning Areas
2.1 Project Area Aerial Photograph
2.2 Existing Roadway Functional Classification
2.3 Existing Number of Roadway Travel Lanes
2.4 Existing Roadway Jurisdictional Classification
2.5 Existing Traffic Volumes
2.6 Crash Locations and Frequencies
2.7 Transit Service and Facilities
3.1 Future Land Use Plan
4.1 TH 41 River Crossing Study Alternatives
4.2 CSAH 21 Extension
4.3 Shakopee Mdewakanton Sioux Community (SMSC) Land Use and Roadway Planning
4.4 CSAH 16 Area Study
5.1 Assumed Baseline 2030 Roadway Improvements
5.2 Transportation Analysis Zone (T AZ) Map
5.3 Projected 2030 Traffic Volumes
5.4 Projected 2030 Congested Roadways (LOS E/F)
5.5 Future Roadway Capacity/Design Needs
5.6 Projected 2050 Traffic Volumes
6.1 2030 Roadway Functional Classification
6.2 2030 Roadway Jurisdictional Classification
6.3 Typical Sections (sheets 1-8)
6.4 Trails Map
List of Appendices
Appendix A Travel Forecasting Model and Methods
Appendix B Typical Cross-Sections and Right-of-Way Requirements for Scott County Roadways
Appendix C Scott County Access Management Guidelines
City of Shakopee 2030 Comprehensive Plan Transportation
1.0 INTRODUCTION
Background
The City of Shakopee is located in Scott County on the Minnesota River approximately 25 miles
from downtown Minneapolis (see Figure 1.1). It is a historic community first incorporated as a
City in 1857. While it was once a free-standing community, it is now part of the developing area of
the seven-county Twin Cities Metropolitan Area. The City experienced strong regional
development pressure and dynamic urban growth from 1997 until 2006. Like most of the Region
and communities across the country, the pace of development in Shakopee has slowed since 2006,
but the City is expected to experience robust growth to the year 2030. Shakopee is home to large
regional entertainment centers including Valleyfair and Canterbury Park Racetrack. An important
owner of extensive lands within the City is the Shakopee Mdewakanton Sioux Community (SMSC).
The last full Transportation Plan for the City of Shakopee was prepared in 1998. That document
covered a range of transportation issues and addressed transportation improvement needs through a
2020 planning horizon. Since the 1998 Transportation Plan, a number of developments have taken
place including:
. Population and economic growth occurred at a very rapid rate, calling for ongoing
transportation assessments and improvements.
. Scott County has designated large areas of land directly west and south of Shakopee (in
Jackson and Louisville Townships) for possible urban expansion in its 2001 Comprehensive
Plan. It is anticipated that Shakopee will/may provide urban services in the long-term. The
1998 Shakopee Transportation Plan did not address these areas.
. A number of significant developments have taken place regarding transportation pjects and
issues affecting Shakopee and its relationship to the regional transportation network.
Purpose
The purpose of this Transportation Plan Update (Update) is to build upon the information, analyses,
and recommendations from the 1998 document and to address issues which were perhaps not at the
forefront at that time. This document presents updated traffic forecasts through 2030 and uses them
to refine the definition of transportation needs into the future. It also updates the discussion of
general transportation planning issues including: functional and jurisdictional roadway
classification, general design guidelines, access management, pedestrian, and transit considerations.
Transportation and Land Use Planning
The broader purpose of this plan is to make sure that the relationship between land use planning and
transportation planning is recognized and respected. Effective transportation planning is very important
for any community, but particularly for one experiencing rapid growth such as Shakopee. Residents must be
provided with transportation facilities and services which meet mobility needs in an efficient and safe
manner. Transportation facilities, at the same time, need to be planned and constructed so as to limit
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City of Shakopee 2030 Comprehensive Plan Transportation
negative social, environmental, and aesthetic impacts to the greatest degree feasible. In addition, residents
who cannot or choose not to drive need to have transportation options to meet their daily needs.
There is fundamental link between transportation planning and land use planning. Successful land use
planning cannot take place without taking transportation considerations into account. Conversely,
transportation planning is driven by the need to support existing and future land uses which the community
supports and/or anticipates. This Transportation Plan has been prepared with the goal of supporting the land
use vision identified in Shakopee' s Land Use Plan.
2030 and 2050 Planning Periods
Metropolitan Council requirements dictate that cities use 2030 as the planning timeframe for their
2008 Comprehensive Plan Update documents. The City of Shakopee also wishes to address a
longer timer timeframe to evaluate the outcomes and infrastructure needs associated with the
potential annexation of Jackson and Louisville Townships. The 2030 analysis of Transportation
Needs includes only areas within existing City limits. The 2050 analysis also includes Jackson and
Louisville Townships with assumed urban development in those areas. Figure 1.2 shows the 2030
and 2050 planning areas, respectively.
Structure of Document
The remainder of this Update is structured as follows:
. Section 2.2 - Study area and transportation system overview
. Section 2.3 - General planning considerations
. Section 2.4 - Transportation issues review and analysis
. Section 2.5 - Future roadway needs
. Section 2.6 - Transportation plan
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City of Shakopee 2030 Comprehensive Plan Transportation
2.0 STUDY AREA AND TRANSPORTATION SYSTEM
OVERVIEW
2.1 Study Area
Figure 2.1 shows an aerial photograph of the City and Jackson and Louisville Townships. It can be
seen that there are still substantial areas of undeveloped areas of land which in the future will be
considered very attractive by developers.
According to the 1990 census, the population of Shakopee was 11,739. By the 2000 census, this
figure had grown to 20,568, an increase of approximately 75 percent. Between 2000 and 2007,
Shakopee was the most rapidly growing city in the Region, having added in excess of 10,000
residents to reach a population of nearly 33,000. In its January 2004 Comprehensive Plan Update
(adopted by the Shakopee City Council, but not acted on by the Metropolitan Council), the City of
Shakopee predicted a population of 40,653 by the year 2020 within the current municipal
boundaries (not including Jackson and Louisville Townships). This represents a 100 percent
increase over the 2000 census.
The rate and shape of development in Shakopee has been dictated to an important degree by
transportation factors. Since the City is south of the Minnesota River, river crossings are very
important development considerations. The new Bloomington Ferry Bridge (TH 169 completed in
1996) significantly increased access between Shakopee and the metro areas to the north. In
addition, the TH 169 bypass around downtown allowed the overall transportation system in the City
to operate more efficiently by removing regional "through" trips from local roadways. The TH 169
bypass has drawn commercial activity from the traditional downtown area to intersections between
important north-south roadways and the bypass. "Big box" and general suburban-form commercial
development is taking place in proximity to the bypass, as well as roadways such as CR
17/Marschall Road and CSAH 18, and this trend is anticipated to continue. However, other than the
Bloomington Ferry Bridge, which is at capacity in the a.m. peak traffic period, there is not another
river crossing to the west that is not subject to periodic flooding until the crossing at the City of
Belle Plaine.
There are two large entertainment facilities in Shakopee which generate relatively high levels of
regional traffic and are important factors regarding transportation planning for the City. These are
the Valleyfair Amusement Park located north of TH 101 and east of CSAH 83 and the Canterbury
Park Racetrack located on CSAH 83 north ofTH 169. In addition, Mystic Lake Casino and its
associated enterprises located in Prior Lake to the south generate high levels of traffic on roadways
within the City.
Further information on land use as it pertains to future transportation issues and needs for the City is
presented in Section 3.1 of this Plan Update.
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2.2 Existing Roadway Functional Classification
The functional classification system is the creation of a roadway and street network which collects
and distributes traffic from neighborhood streets to collector roadways to arterials and ultimately the
Metropolitan Highway System. Roads are placed into categories based on the degree to which they
provide access to adjacent land or provide mobility for through traffic. Ideally, roads are designed
to perform a designated function, and are located to best serve the type of travel needed.
The functional classification system used in the City of Shakopee, as described below and shown in
Figure 2.2, conforms to the Metropolitan Council standards. The Metropolitan Council has
published these criteria in the Transportation Development Guide/Policy Plan. This guide separates
roadway into five (5) street classifications, including principal arterials, minor arterials, major
collectors, minor collectors, and local streets. These classifications address the function of State,
County, and City streets from a standpoint of the safe and efficient movement of traffic through the
City while providing satisfactory access to residents and businesses located within the City. A
further description of design standards for streets within the City of Shakopee is contained in
Section 6.5.1 of this Plan.
For the purposes of this Plan, the City of Shakopee, plus Jacksonville Township and Louisville
Township, will be referred to as the Project Area. Information regarding existing roadway
functional classification in the Project Area is provided under the following headings. This
information is depicted graphically on Figure 2.2.
Principal Arterial Roadways have the highest traffic volume and capacity. They are considered
part of the Metropolitan Highway System. They are intended to connect the Metropolitan Centers
with one another and connect major business concentrations, important transportation terminals, and
large institutional facilities. They are typically spaced two to six miles apart in developing areas
and six to 12 miles apart in commercial/agricultural and general rural areas. Interchanges on
principal arterials are usually spaced at least one mile apart in urban areas.
. In the Project Area, there are two principal arterials: TH 169 and CSAH 18. Adjacent to the
City, there are two additional principal arterials: TH 13, east ofTH 169, and CSAH 42 from
CSAH 18 to the east.
Minor Arterial roadways connect important locations within the Project Area with access points to
the Metropolitan Highway System and with other locations within Scott County. Minor arterial
roadways and highways serve less concentrated traffic generating areas such as a neighborhood
shopping centers and schools. Minor arterial roadways serve as boundaries to neighborhoods and
distribute traffic from collector streets. Although the predominant function of minor arterial streets
is the movement of through traffic, they also serve considerable local traffic that originates or is
destined to points along specific corridors.
The Metropolitan Council has identified "A" minor arterials as streets that are of regional
importance because they relieve, expand, or complement the principal arterial system. There are
four types of "A" minor arterials as described below:
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City of Shakopee 2030 Comprehensive Plan Transportation
1. Relievers - These minor arterials provide direct relief for traffic on the Metropolitan
Highway System. These roadways include the closest routes parallel to the principal
arterials within the urban area. These roadways accommodate medium length trips,
as well as provide relief to congested principal arterials.
. CSAH 69/CSAH 101 (Old TH 169) ,and CSAH 16 are reliever roadways in
the City.
2. Expanders - These minor arterials provide a way to make connections between
developing areas outside the interstate ring or beltway. These routes are located
conveniently beyond the area reasonably served by the beltway. The roadways serve
medium to long, suburb-to-suburb trips.
. CSAH 78, CSAH 42, and CSAH 101 across River are expander roadways in
and around the City of Shakopee.
3. Connectors - These minor arterials are those roads that provide good, safe
connections among town centers in the rural areas within and near the seven
counties. Connectors also link rural areas to principal arterials and "A" minor
arterials.
. CSAH 17 and CSAH 83 are connector roadways in the Project Area.!
4. Augmenters - These minor arterials are roads that augment principal arterials,
primarily within the 1-494/1-694 interstate ring. The principal arterial network in this
area is mature; however, it is not sufficient in all cases relative to density of
development that the freight network serves. In these situations, key minor arterials
serve many long trips.
. There are no augmenter roadways in or adjacent to the Project Area.
All other minor arterials are considered "B" minor arterials. "B" minor arterials have the same
function as "A" minor arterials but are not eligible for federal funds. In or close to the City of
Shakopee, the following roadways are classified as "B" minor arterials:
. 4th Avenue; CSAH 83 to Fuller Street
. 6th A venue; Harrison Street to Holmes Street
. 10th A venue; CSAH 69 to CSAH 17
. CSAH 16; CSAH 17 to CSAH 18
. CSAH 14; TH 169 to CSAH 17
. CSAH 15; 6th Avenue to TH 282
. Fuller Street; CSAH 101 to 4th Avenue (connection to/extension of 4th Avenue "B" minor
arterial)
1 It may be noted that CSAH 17 is being studied by MnIDOT and Scott County to determine its most appropriate future
functional classification; it may become a principal arterial.
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The existing numbers of travel lanes on minor arterials in Shakopee are depicted on Figure 2.3.
Collector Streets (Major and Minor) provide direct service to residential areas, commercial and
industrial areas, local parks, churches, etc. In order to preserve the amenities of neighborhoods
while still providing direct access to business areas, these streets are usually spaced at one-half mile
intervals. This spacing allows for the collection of local traffic and conveyance of that traffic to
higher-use streets. Collector streets may also serve as local through routes. Parking and traffic
controls are usually necessary to ensure safe and efficient through movement of moderate and low
traffic volumes. These streets are usually included in the City's Municipal State Aid System.
Collector roadways in the Project Area are as follows:
. County Road 69; TH 169 to CSAH 14
. County Road 77; 10th Avenue to CSAH 78
. County Road 79; 10th A venue to CSAH 14
. Holmes Street; 4th Avenue to 10th Avenue
. County Road 79 (Spencer Street); 1 st A venue to 10th A venue
. Market Street; 4th Avenue to Bluff Avenue
. Sarazin Street; CSAH 16 (Eagle Creek Boulevard) to CSAH 101
. Shenandoah Drive; 4th Avenue to CSAH 101
. Valley Park Drive; 12th Street to CSAH 101
. Valley Industrial Boulevard South; CSAH 83 to Valley Park Drive
. 12th Avenue; CSAH 83 to Valley Park Drive
. 13th Avenue; CSAH 18 to east municipal boundary
. Vierling Drive; County Road 77 to CSAH 16
. St. Francis A venue/Sarazin Street/Valley View Road; CSAH 17 to CSAH 83
. County Road 72; County Road 73 to CSAH 17
The existing numbers of travel lanes on collector roadways are depicted on Figure 2.3.
Local Feeders are local streets that will function as collector roadways. They collect and distribute
traffic from local streets within a given development area but are short in length relative to a
collector roadway. Their design standards are not substantially different from local streets, but the
City will require that they have sidewalks on, at a minimum, one side.
Local Streets provide the most access and the least mobility within the overall functional
classification system. They allow access to individual homes, shops, and similar traffic
destinations. Direct access to abutting land is essential for all traffic originates from or is
designated to abutting land. Through traffic should be discouraged by using appropriate geometric
designs and traffic control devices. Local streets in the Project Area are depicted on Figure 2.2.
City Policy is to provide a network of City local and collector streets which provides efficient
circulation and connectivity characteristics. Cul-de-sacs and other design approaches which restrict
inter-connected flows of local traffic are discouraged. It is also City policy to provide a sound
network of integrated streets which limits an over-reliance on the County roadway system.
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2.3 Existing Roadway Jurisdictional Classification
Roadways are classified on the basis of which level of government owns or has jurisdiction over the
facility. Figure 2.4 depicts the existing jurisdictional classification of the roadways serving the
Shakopee. Mn/DOT maintains the Interstate and State Trunk Highway system. Scott County
maintains the County State Aid Highways (CSAH) and County Road (CR) systems. The remaining
roads and streets located within the City are the responsibility of the City of Shakopee. In
addition, a portion of McKenna Road is in SMSC Trust Land and is therefore is on the SMSC
Indian Reservation Roads (IRR) Inventory. IRR roadways are subject to federal and tribal
jurisdiction.
2.4 Existing Traffic levels
A verage Daily Traffic (ADT) volumes on the most important streets in the Project Area are
depicted on Figure 2.5. The ADT volumes represent the total traffic carried on the average 24-hour
day for the year. The data depicted was gathered by Mn/DOT during 2005.
2.5 Safety/Crash Information
Figure 2.6 presents the locations and frequencies of crashes in Shakopee based on Mn/DOT crash
data for the 2004-2006. Mn/DOT data files allow individual intersections, corridors, or areas to be
analyzed in detail. For each study area, crashes can be sorted and analyzed in terms of severity and
type (e.g. rear-end, sideswipe, etc.) and other factors.
2.6 Transit Service
Shakopee is within the Metropolitan Transit Taxing District. It is within Market Area III as
designated by the Metropolitan Council. Service options for Market Area III include peak-only
express, small vehicle circulators, midday circulators, special needs transit (ADA, seniors), and
ridesharing.
The City of Shakopee has adopted the original Scott County Unified Transit Management Plan
(UTMP) and its 2008 update. The UTMP serves as a guide for the development and provision of
transit services to both City and Scott County residents in the short and long-term.
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City of Shakopee 2030 Comprehensive Plan Transportation
Existing transit service and facilities are presented on Figure 2. 7. The facilities include the Seagate
Park and Ride lot and the Southbridge Crossings park-and-ride lot. There is currently one
commuter route, a circulator route, and commuter shuttle route which serve residents of Shakopee.
The commuter line is the BlueXpress (Route 490) providing eight runs to Downtown Minneapolis
in the morning and afternoon. The BlueXpress service is a cooperative venture between Shakopee
Transit and the City of Prior Lake/Laker Lines. This service operates from the Southbridge
Crossings Transit Station, which was a joint project of the Cities of Shakopee and Prior Lake and
Scott County, with funding assistance from MnDOT and the Metropolitan Council.
The City also operates circulator service (Route 496 East and West, provideded under contract by
Scott County) and a commuter shuttle service (Route 498, also provided under contract by Scott
County). Fares on these services follow the regional fare schedule.
In 2007, Scott County took over the provision of dial-a-ride service from the City. The County now
provides dial-a-ride to all County residents.
2.7 Aviation
There currently is no airport within the City of Shakopee. The major airport in the region is the
Minneapolis-St. Paul International Airport (MSP), which is approximately ten miles northeast of
Shakopee. The closest airport to Shakopee is the Flying Cloud Regional Airport which is owned
and operated by the Metropolitan Airports Commission. It has three runways, with lengths of3,910
feet; 3,600 feet; and 2,690 feet; respectively. Flying Cloud Airport is approximately one mile north
of Shakopee. The northern edge of Shakopee is within the Flying Cloud Ariport "Influence Area"
requiring coordination with the Metropolitan Airports Commission (MAC) to implement airport-
specific zoning. (Last sentence added per comment of Chauncey Case/Metropolitan Council)
The Metropolitan Council identifies that all Minnesota communities have the responsibility to
include air-space protection in their comprehensive plans, even if there is no existing or planned
aviation facility within the given city. The protection is for potential hazards to air navigation,
including electronic interference. Airspace protection should be included in local codes/ordinances
to control height of structures, especially when conditional-use permits would apply. The
comprehensive plan should include policy/text on notification to the FAA as defined under CFR-
Part 77, using F AA Form 7460-1 "Notice of proposed Construction or Alteration."
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3.0 GENERAL PLANNING CONSIDERATIONS
3.1 Future Land Use in Shakopee, Jackson Township, Louisville
Township
Scott County, in its 2030 comprehensive plan, posits that the City of Shakopee will continue to
provide about 43 percent of the jobs in the County. Recently, the Scott County Association for
Leadership and Efficiency (SCALE) has set as a goal having 50 percent or more of all jobs in the
County filled by residents of the County. Currently, only about 32 percent of these jobs are held by
County residents. Shakopee is supportive of this goal, as it would bring economic benefits to the
City and the County, and would potentially reduce the size of road, bridge, and transit investments
that would need to be made during this time period.
As can be seen on Figure 2.1 there are substantial areas of undeveloped land within the City of
Shakopee, as well as the adjacent Jackson and Louisville Townships. These areas are and will be
considered very attractive for developers. Within the current municipal boundaries, Shakopee's
population is projected to double by 2020 in the 2004 Shakopee Comprehensive Plan Update. This
does not include anticipated development in Jackson and Louisville Townships.
The overall development pattern of Shakopee is moving away from the traditional pattern
emanating from the historic Downtown area and First Avenue Corridor to a more dispersed pattern
based upon new transportation corridors and proximity to natural features such as lakes, wetlands,
and bluffs. Commercial development is concentrating along important north-south corridors such
as CSAH 17 and CSAH 18 and their intersections with TH 169. The City wishes to ensure that
adequate land is maintained for balanced commercial and industrial land use in the face of intense
demand for residential development. This dispersion is likely to be further impacted by the recent,
substantial SMSC land acquisitions within the City limits of Shakopee
Scott County has designated Jackson and Louisville Townships as Urban Expansion Districts. As
can be seen in Figure 2.1, these areas currently are largely undeveloped. It is anticipated that the
City of Shakopee will be providing urban infrastructure and service needs for these areas. The City
and Jackson Township currently have an orderly annexation agreement (OAA), so it is likely that
areas currently in that township will be served after appropriate annexation procedures. It is not yet
clear whether services would be provided to Louisville Township as the result of annexation,
agreement, or some other process.
The 2030 land use plan for the Project Area is presented on Figure 3.1. Regarding future
development, the highlights of this plan area as follows:
. Large areas of low density residential to the south,
. An industrial area northwest ofTH 169 in current Jackson Township with good access to the
Union Pacific Railroad line,
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City of Shakopee 2030 Comprehensive Plan Transportation
. Continued commercial development in the interchange areas of north-south roadways (such
as CSAH 69, CSAH 17 and CSAH 18) and TH 169; a new commercial zone southeast of
TH 169 in current Jackson Township, and
. Business park development east of the CSAH 83/TH 169 interchange.
3.2 Transportation Plans
The following sections summarize transportation planning documents which are important relative
to transportation issues for the City of Shakopee. Wherever possible, the City of Shakopee does,
and will continue, to cooperate with adjacent jurisdictions to develop supportive and interconnected
local roadway systems.
Scott County Transportation Plan
The current version of the Scott County Transportation Plan is dated 2001 and plans for the year
2020. The County, like the City, is in the process of updating its plan, and proposed revisions to
the County plan may affect the final form of the City's plan when it is adopted by the City Council.
From the perspective of this Shakopee Transportation Plan Update, highlights of this document are
discussed below.
Roadway Jurisdictional Classification-the County Transportation Plan suggests that 17th A venue,
ultimately envisioned to extend from CR 69 to CSAH 83 and serve as a south parallel route to TH
169, may be discussed as a facility changing from City to County jurisdiction. The County
Transportation Plan suggests that a future alignment study involving the County, the City, and
Jackson Township may be needed before 17th Avenue would be constructed all the way west to CR
69. The jurisdictional change has taken place, as has the alignment study.
Safety-CSAH 17 north of Vierling Drive in Shakopee is cited as an area of safety concern given
the direct commercial access on an "A" minor arterial, relatively high traffic levels, and a four-lane
undivided design. (In the meantime, this roadway has been re-striped for a three-lane design with a
center turn lane.)
Capacity-the County Transportation Plan recommends (among others) the following projects:
. TH 41 from TH 169 to the County border (one mile)-expand from two-lane to four-lane
divided.
. CSAH 16 between CSAH 18 and CSAH 83 (three miles)-expand from two-lane to four-
lane divided.
. CSAH 17 from Vierling Drive to CSAH 101 (1.5 miles)-expand from four-lane undivided
to four-lane divided (this leg has since been revised to a three-lane section design with
center-turn lane; as an interim measure, intersections may be reconstructed with four-
lane/channelized turn lanes design).
. CSAH 17 from St. Francis Avenue to CSAH 82 (three miles)-expand from two-lane to
four-lane divided.
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. CSAH 83 from TH 169 to CSAH 82 (four miles)-expand from two-lane to four-lane
divided.
. CSAH 101 from CSAH 69 to CSAH 17 (one mile)-expand from four-lane undivided to
four-lane divided.2
Access Management- The County Transportation Plan identifies recommended Scott County
Minimum Access Spacing Guidelines (see Section 6.5.2 of this Plan Update) which were developed
from those guidelines from the 1995 Scott County Transportation Plan.
System Continuity- The County Transportation Plan identifies the extension of CSAH 21 from
CSAH 42 north to CSAH 18 as a continuity improvement requiring further evaluation prior to
programming. The NEP A planning and environmental documentation process is currently
underway for this project (see further information provided in Section 4.2).
As of November 2008, the Draft Scott County 2030 Transportation Plan is available for review.
This document has been reviewed by City representatives as was been used as a source of
information regarding traffic forecasts and recommended improvements on County roadways.
TH 169 Interregional Corridor Management Plan
MnlDOT's goal with the Interregional Corridor (IRC) program is to ". . . enhance the economic
vitality of the state by providing safe, timely, and efficient movement of goods and people. The
emphasis is on providing efficient connections between regional trade centers." The TH 169 IRC
Management Plan covers TH 169 between 1-494 and TH 60 south of Mankato. Between 1-494 and
TH 19 at the southern border of Scott County, TH 169 has been classified as a High Priority
Interregional Corridor. From this point south, it is a Medium Priority Interregional Corridor.
From the perspective of this Shakopee Transportation Plan Update, the most significant aspects of
the TH 169 IRC Management Plan are as follows:
. The segment of TH 169 between 1-494 and Belle Plaine (TH 25) is recommended to become
a freeway design with access only at interchange facilities. This will require local
authorities to control land use/access accordingly and to work with MnlDOT and, as-
appropriate, County authorities to provide local road networks which support the TH 169
freeway design.
. As part of the transition to a freeway design, an overpass at CSAH 69 is identified as a
potential alternative. Under this approach, access would be provided through frontage roads
connecting to a potential new interchange at TH 41. The TH 169 IRC Management Plan
also identifies that the City of Shakopee did not favor this approach and that the overpass
without access "should not be used to make future decisions without additional analysis and
study." A key study for this issue is the TH 41 Over Minnesota River analysis and
documentation. This issue is further discussed in Section 4.1 of this report.
2 The Scott County Transportation Plan indicates that that if sufficient right-of-way for the recommended CSAH 101
project cannot be obtained, alternative routes need to be built or expanded to relieve congestion on the designated route.
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Prior Lake Transportation Plan
Prior Lake has completed its 2030 update This document was reviewed from the perspective of
consistency with the City of Shakopee' s intentions. Of primary interest from Shakopee' s
perspective are north/south roadways which link Shakopee and Prior Lake. These are: CSAH 17,
CSAH 83, McKenna Road, Pike Lake Road, CSAH 21 (future extension), and CSAH 18. In
addition, CSAH 42 is an important east-west roadway which runs south of Shakopee within Prior
Lake passing into Shakopee approximately a half mile west ofCSAH 83.
Significant information on these roadways is in the Prior Lake Transportation Plan relative to this
Shakopee Transportation Plan is highlighted below:
. CSAH 17 is identified as an "A" Minor Arterial from Shakopee south to TH 13.
. CSAH 83 is identified as an "A" Minor Arterial from Shakopee south to CSAH 82, from
north of CSAH 42 to Shakopee, CSAH 83 to be improved to four-lane urban divided
("long-range" project) design.
. McKenna Road, one half mile north and south of CSAH 42, to be re-aligned to straighten
the roadway ("short-range" project).
. CSAH 21 to be extended between CSAH 42 and Shakopee (and north to TH 169) to be
designated as Principal Arterial with a four-lane Urban Divided Expressway design ("short-
range" project).
. Pike Lake Road, between CSAH 42 and Shakopee, to be realigned and improved ("long-
range" project) to be designated as a Major Collector.
. CSAH 18 to be reclassified from Principal Arterial to "A" Minor Arterial.
. CSAH 42 to be upgraded to a six-lane urban divided between TH 13 and CSAH 21.
Between TH 13 and Boone A venue this is identified as "short range," and between Boone
Avenue and CSAH 21, it is identified as "long range."
. CSAH 42 between CSAH 18 and CSAH 21 to be reclassified from "A" Minor Arterial to
Principal Arterial.
This information is generally consistent with the City of Shakopee' s understandings and intentions.
Savage Transportation Plan
The City of Savage Transportation Plan was reviewed to ensure consistency with that document.
The primary roadways between Savage and Shakopee are CSAH 101 and CSAH 16 (McColl Road).
These are under the jurisdiction of Scott County. The functional classification which Shakopee has
for these roadways is consistent with Scott County and Savage. CSAH 16 is currently four-lane
west to TH 13; the Savage Transportation Plan identifies that Scott County intends to upgrade the
facility to four-lane west to CSAH 18. This is consistent with Shakopee's expectations and
intentions.
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The only other common roadway between the two Cities is Preserve Trail. This serves as a local
street for both communities, and there are not significant issues involving it. One of the key
elements identified is to develop a functional hierarchy of streets and roadways, as well as their
access to the regional system, to ensure that they support the existing and anticipated development
of the area; serve both sort trips and trips to adjacent communities; and compliment and support the
metropolitan highway system.
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4.0 TRANSPORTATION ISSUES REVIEW AND ANALYSIS
With the rapid growth the City of Shakopee and neighboring communities have experienced,
transportation issues develop on an ongoing basis requiring systematic consideration and
assessment. The purpose of this section is to identify specific issues, to provide background and
assessment discussion, and make preliminary recommendations as appropriate. Individual issues
are discussed in the following sections.
4.1 Trunk Highway 41 River Crossing
A National Environmental Policy Act (NEP A) Tier 1 Environmental Impact Study (EIS) process is
currently underway to examine the need and preferred corridor for a new regional river crossing.
The purpose of this crossing would be to connect TH 169 with realigned TH 212 (north of the
existing TH 212) with adequate capacity to meet the long-term needs of development in Scott and
Carver County within the seven-county Metropolitan Area. The Scoping Document/Draft Scoping
Decision Document for this process was prepared by Mn/DOT as the Responsible Government Unit
and put on public notice in April of 2004. The final Scoping Decision Document was published in
February of 2005. Mn/DOT anticipates selecting a preferred alternative corridor and filing a record
decision on that corridor in 2008. The Tier 2 EIS would occur when construction of the new
crossing is contemplated and when funding has become available.
The Scoping Decision Document identifies that the project may not be constructed for 20 years or
more, but since the area is developing rapidly, right-of-way needs and potential project impacts
should be defined in the near term through the Tier I documentation. The existing TH 41 bridge was
replaced due to structural problems with work commencing in 2005. In addition, the existing TH
41/TH 169 intersection was improved to enhance operational and safety performance. However,
the bridge replacement and short-term intersection improvements will be inadequate to meet long
term system requirements.
The issue of most importance to Shakopee and its transportation system regarding the outcome of
the TH 41 over Minnesota River planning process is where the crossing would connect with TH 169
on the Scott County side of the Minnesota River. Any such connection will be a freeway-to-
freeway interchange facility. This location, in turn, raises two primary issues for the City of
Shakopee:
. Would the location of the new river crossing/TH 169 interchange preclude an interchange at
TH 169/CSAH 69 which the City of Shakopee strongly desires for access needs?
. How would the traffic flow to and from the new river crossing/TH 169 interchange affect
the overall transportation system serving Shakopee, as well as development in Shakopee and
Scott County generally.
The TH 41 River Crossing Scoping Decision Document identifies various river crossing alignments
to be further analyzed in the DEIS. These alternatives are presented on Figure 4.1. The alignments
City of Shakopee Transportation Plan Page 14
City of Shakopee 2030 Comprehensive Plan Transportation
recommended for continuing analysis in the EIS process and their interchange location with TH 169
are listed below:
West Alignment
. W-2: one mile southwest of CSAH 78 in Louisville Township
Center Alignment
. C-2A: C-2A-+existing TH 41/TH 169 location; C-2C-+ at or near the existing TH
169/CSAH 69 intersection
East Alignments
. E-1: at or near the existing TH 169/CSAH 69 intersection
. E-2: at or near the existing TH 169/CSAH 69 intersection
The City of Shakopee will continue to monitor the TH 41 Minnesota River study and planning
process. The City has gone on record favoring one of the easterly alignments, or a variation thereof,
as they best serve the demonstrated current and future transportation needs. The City, however,
believes that a future, additional river crossing to the west will be required to handle traffic needs in
the outlying portions of Scott and Carver counties and areas to the south and west.
The TH 41 Study Advisory Committee (SAC) met in April 2008 to review the project status and
factors being considered by Mn/DOT and FHW A in the selection of a preferred alternative, and as a
forum for SAC members to share their perspectives on the project. The SAC has representation by
the City of Shakopee. No consensus emerged from the discussion regarding the best of the river
crossing locations studied in the Tier I Draft EIS as described above. However, there was near
unanimous agreement that "do nothing" is not a viable alternative. Mn/DOT will continue
consultations with stakeholders and further review of information to build consensus toward a
preferred alternative.
4.2 County State Aid Highway 21 Extension
A NEPA study and documentation process has been completed for a project to extend CSAH 21
north and east from CSAH 42 to connect with CSAH 18. This link is being pursued to provide
countywide continuity between TH 169 and points south on CSAH 21. Scott County is moving
forward with planning and design of this roadway with construction planned to commence in 2009
and completion planned in 2011.
The overall Build corridor that was analyzed in the DEIS process is generally depicted on Figure
4.2. The roadway extension will be approximately three miles in length. It will connect to CSAH
18 at Southbridge Parkway. CSAH 18 will be reconstructed to align with Southbridge Parkway,
forming a four-way intersection (or possibly grade-separated interchange) with CSAH 21. Existing
CSAH 18 north of Southbridge Parkway to the interchange at TH 169 will be redesignated as
CSAH 21.
Regarding the intersection of the new CSAH 21 roadway with existing CSAH 18, three alternatives
were considered in the DEIS: four-lane at-grade intersection, six-lane at-grade intersection, and a
City of Shakopee Transportation Plan Page 15
City of Shakopee 2030 Comprehensive Plan Transportation
four-lane grade-separated interchange. Ultimately, the four-lane alternative was selected for this
intersection.
The new link will function as a principal arterial in the Scott County roadway system.
Current plans for the project include the construction of a second park and ride facility at the
southwest corner of CR 16 and future CR 21 on land least from the SMSC. This park and ride
would provide approximately 540 parking spaces to serve transit needs in the TH 169 corridor.
The site has potential for significant expansion if needed in the future.
4.3 Shakopee Mdewakanton Sioux Community Land--Valley View
Road Extension
The Shakopee Mdewakanton Sioux Community (SMSC) currently owns approximately 900 acres
of land in the south-central portion of the Shakopee corporate boundaries (see Figure 4.3). The
SMSC owns and operates Mystic Lake Casino approximately two miles south of their land holdings
in Shakopee. The SMSC has expanded their holdings within Shakopee through ongoing land
acquisition and this trend appears to be continuing.
As can be seen on Figure 4.3, the three categories of SMSC land are Fee, Trust, and Proposed
Trust. Native American-owned land which is in Trust status is exempt from state and local controls
and taxation. In 2000 the SMSC applied to the Federal Department of Interior to move 593 acres in
Shakopee into Trust status. The schedule of a determination from the Department of Interior is not
known.
The SMSC land presented on Figure 4.3 is significant regarding the City's transportation planning
efforts in two ways:
. Valley View Road-For roadway system coverage and continuity, a logical eastern
extension of Valley View Road would be on an alignment which would pass through
SMSC land. The 1998 Shakopee Transportation Plan envisioned Valley View Road
extended east to CSAH 21 and being classified as a collector facility. If the City were to
attempt to construct a roadway through SMSC Trust land, it would not legally be able to
ensure the City design standards to be used because this area would be exempt from City
regulation. This portion of roadway would have to be constructed under an Agreement to
Cooperate as negotiated between the City and the SMSC.
. SMSC Land U se- The degree and type of land-use development on SMSC land would
have bearing on the appropriate location and design of roadways in the vicinity.
Presumably any such development would require access (for example by a roadway such
as an extended Valley View Road).
The value of an extension of Valley View Road from an operational perspective was analyzed
through traffic forecasting which was done for this Transportation Plan. The forecasting methods
and overall results are discussed in detail in Section 5.0. The forecast model, including the baseline
2030 road network and 2030 land-use development, was run with and without the Valley View
City of Shakopee Transportation Plan Page 16
City of Shakopee 2030 Comprehensive Plan Transportation
Road extension between CSAH 83 and Foothill Trail. The run with the extension showed a
decrease in traffic on parallel roadways (CSAH 16 and CSAH 42) by approximately ten percent.
The baseline and Valley View Road extension computer simulation runs both assumed that the
SMSC land will be developed with single-family housing by 2030. This is the best estimate which
can be made by the City at this time. This assumption was made for the overall traffic forecasting
analysis addressed in more detail in Section 5.0.
As identified above, the Valley View Road extension would have significant operational benefits in
terms of relieving traffic levels on other roadways within the system. Perhaps more importantly,
however, this extension would be important from a roadway spacing and system continuity
perspective. East ofCSAH 83, there currently is no east-west roadway between CSAH 16 and
CSAH 42. The distance between these existing east-west roadways is approximately two miles at
CSAH 83 and approximately 1.3 miles at Pike Lake Road. The east-west distance between CSAH
83 and Pike Lake Road is approximately two miles. This gap in coverage is not currently a
substantial problem because the area is not highly developed, but with anticipated future
development, it will become a more serious transportation issue. When there are substantial gaps
in roadway networks, this requires travelers and emergency response providers to take circuitous
routes leading to increased travel/response times.
The Valley View Road extension would be a logical and effective location for a collector level
roadway to meet future roadway spacing, access, and operational requirements. The extension is
listed in the SMSC Transportation Plan. The SMSC Engineering Design Manual requires streets to
be designed to Mn/DOT State Aid standards. It is recommended that the City formally pursue this
extension within the relative near future beginning with discussions with the Shakopee
Mdewakanton Sioux Community (SMSC) regarding the SMSC's ultimate land-use development
goals, roadway design considerations, and agreements which will have to be in place between the
City and the SMSC.
4.4 Extension of Pike lake Road
Pike Lake Road has now been connected to Southbridge Parkway. Within Prior Lake, the roadway
is proposed to be classified as a collector in the transportation plan being prepared by the City of
Prior Lake. As development is taking place north of CSAH 16, it is logical to extend this road to
connect more fully with the local network.
4.5 CSAH 16 Area Study
The City of Shakopee has conducted a CSAH 16 Area Study. The study area was generally
bounded by TH 169 to the north, CSAH 42 to the south, CSAH 83 to the west, and CSAH 18 to the
east. The purpose of the study was to address a range of issues including the development of
north/south and east/west collector system to serve this developing area of Shakopee and Prior
Lake. Key topics and outcomes are summarized below:
City of Shakopee Transportation Plan Page 17
City of Shakopee 2030 Comprehensive Plan Transportation
Valley View Road Extension
One of the outcomes of this study and associated coordination with Prior Lake was that the Valley
View Road extension discussed in Section 4.3 should be shifted slightly to the north at its
connection to Foothill Trail. This would accommodate residential development which has been
platted south of the Shakopee/Prior Lake border. It would mean that the extension would be
entirely within the City of Shakopee.
East/west Collector Street
Another issue that received analysis and discussion was a potential east/west collector roadway
south of Martindale Street extending from Pike Lake Road to Foothill Trail. Figure 4.4 depicts the
general alignment of this roadway. It would be partially in Shakopee and partially in Prior Lake. It
was determined that a new roadway would be required, in conjunction with proposed development
in this area of Prior Lake, to connect an extension of Foothill Trail to Muhlenhardt Road. It would
be logical to extent this roadway west to Pike Lake Road as depicted on Figure 4.4. The extension
of Foothill Trail from CSAH 42 to the proposed east/west roadway discussed under this heading is
an issue that the City of Prior Lake will address with future study.
Coordination Issues
Jurisdictional alignments of roadways, concerning maintenance responsibilities and future
improvements, were discussed between the Cities of Shakopee and Prior Lake as part of the CSAH
16 Area Study. It was determined that the City of Shakopee and Prior Lake should enter into
written agreements on existing and future roadways, as well as utility agreements for sewer and/or
water service.
4.6 Western Extension of 17th Avenue
The 1998 Shakopee Transportation Plan identifies the goal of constructing 17th Avenue ultimately
between CR 69 and CSAH 83. This roadway would serve as a southern frontage road to TH 169,
similar to Vierling Drive north of TH 169. The Plan also identifies the future 17th A venue as an
"A" Minor Arterial and recommends a four-lane facility with left and turn lanes at major
intersections. To date, 17th Avenue has been constructed with this section west to CSAH 15.
In its 2020 Transportation Plan (2001), Scott County identifies that a 17th Avenue jurisdictional
change to the County may be discussed between the County and the City. This jurisdictional
change occurred in 2008.
Currently, a question involving 17th A venue is how far west it should be extended. An important
factor in this assessment process is the bluff line which exists west of CSAH 15. If 17th A venue
were extended directly west ofCSAH 15 on its existing alignment to connect with CR 69, it would
have to be cut through the bluff at substantial cost. The Future Land Use Map used for the
Shakopee Transportation Plan travel model generally calls for commercial development below
(north of) the bluff line and residential development above the bluff line.
The TH 169 Corridor Management Plan (Mn/DOT, 2002) identifies a potential frontage road south
ofTH 169 beginning at the TH 169/CSAH 15 interchange and extending west to CR 69 (and
beyond) north of the bluff line. This is a logical location for a frontage road given the anticipated
City of Shakopee Transportation Plan Page 18
City of Shakopee 2030 Comprehensive Plan Transportation
location of commercial development in the TH 169/CR 69 area, as well as the construction
constraints associated with the bluff line.
When assessing how far west to extend 17th A venue as an anticipated future County arterial
roadway, it is unclear how much County-level demand there would be for such an extension beyond
CSAH 15. Motorists on 17th Avenue/CSAH 16 wishing to access TH 169 to the north could
efficiently do so via the TH 169/CSAH 15 interchange. Those wishing to access destinations south
of Shakopee could use CSAH 15 more effectively than CR 69 because it extends further to the
south all the way to the southern County border. CSAH 15 has connections to significant east-west
roadways including TH 282, TH 13, and various County State Aid Highways.
The alternative of extending 17th A venue all the way west to CR 69 was evaluated from an
operational perspective using the traffic forecasting model developed for this Transportation Plan
(please refer to Section 5.0 for further discussion of Shakopee traffic forecasting). A model called
TP+ was used to forecast traffic levels for 2030 in Shakopee and what is currently Jackson
Township and Louisville Township. A base simulation run was performed with the assumed
baseline 2030 road network and land-use development. The baseline roadway network has 17th
A venue terminating at CSAH 15. It also assumes a frontage road south ofTH 169 between CSAH
15 and CR 69 accessing anticipated commercial development in the area. The base simulation
results were compared with an alternate run, which included the baseline roadway and development
conditions referenced above, plus an extension of 17th Avenue between CSAH 15 and CR 69.
The Viper run, including the 17th Avenue extension to CR 69, did not show substantial operational
gains in terms of reduced traffic levels on surrounding roadways. The following summary points
can be made regarding the 17th A venue extension results relative to the base results:
. Assuming an interchange at TH 169/CR 69,2030 traffic levels for CSAH 78, the closest
parallel, non-Trunk Highway road, were reduced by less than six percent. If an overpass is
assumed at this location (an alternative not supported by the City of Shakopee), the traffic
reduction on CSAH 78 associated with the extension is between four and five percent.
. Assuming either an interchange or an overpass at TH 169/CR 69, the traffic levels on 17th
Avenue drop by over 50 percent west ofCSAH 15, suggesting relatively limited "through"
traffic on this segment.
. The recommended 2030 roadway system identified in the draft Shakopee Transportation
Plan will have more than adequate capacity for the forecasted traffic levels assuming 17th
Avenue to terminate at CSAH 15. The 17th Avenue extension west to CR 69 does not
decrease traffic levels enough on other roadways to affect recommendations regarding future
roadway network improvements.
Assuming the frontage road north of the bluff line to be constructed as referenced above, it appears
that the extension of 17th A venue west of CSAH 15 would have local access benefits, but not
substantial system-wide capacity and/or connectivity benefits.
Based upon the factors identified above, it is recommended that 17th A venue be extended west only
to CSAH 15 as an "A" minor arterial. A westerly leg of the CSAH 15/17th Avenue intersection
could be built above the bluff line to connect to CR 69 in the future. However, this extension would
City of Shakopee Transportation Plan Page 19
City of Shakopee 2030 Comprehensive Plan Transportation
likely meet primarily local needs and would best be constructed to meet residential demand as
development actually takes place. It would be designated as a local collector street.
A study was performed in 2007 by Scott County in partnership with the City of Shakopee to further
evaluate this issue. This study evaluated various alignments and designs to address east-west
connectivity and access needs south of TH 169 in this area of Shakopee. A key issue addressed was
the bluff line referenced above. The outcome of the study was a preferred alternative that is
consistent with the discussion and recommendations above. The preferred alternative includes a
southerly TH 169 frontage road connecting at the CSAH 15 ramps and proceeding below the bluff
line to access future commercial land uses adjacent to the highway per the City's future land use
plan. South of this frontage road, CSAH 16/17th A venue would be extended to the west to connect
with CR 19. However, it would shift to a southerly alignment to stay above the bluff line. This
general approach is reflected on Figure 5.1 of this Transportation Plan.
4.7 CSAH 17/TH 13 Corridor Study
CSAH 17/TH 13 is the only continuous north/south corridor in Scott County, and CSAH 17 is a key
roadway within Shakopee's network. With anticipated future growth in Shakopee, Prior Lake, and
the rest of the County, the County and Mn/DOT, along with the Cities of Shakopee and Prior Lake
and Spring Lake and Cedar Lake Townships decided to develop a long-term vision for the corridor.
This study process is currently (November 2008) coming to a close and a final report is anticipated
by the end of2008 or early 2009.
The corridor has been divided in to discreet study segments based on geography, roadway and
operational issues, land uses, development density, roadway jurisdiction, and programmed
improvements. Each of the segments has its own set of issues to be addressed on a sort, medium,
and long term basis. A portion of Segment B, as well as Segments C, D, E, and F lie within
Shakopee.
. Segment C - The study is preparing a more detailed preliminary design for CSAH 17 from
CSAH 42 to St. Francis A venue, which identifies needs, impacts, and costs related to the
project, which is programmed for 2013. The segment will be upgraded to 4-lane divided
section.
. Segment D - The study is evaluating safety and congestion issues and exploring various
improvement options for the area near the TH 169 interchange.
. Segment E and F - The study is reviewing future safety and congestion issues through the
heart of Shakopee; the final report will identify potential long-term solutions.
4.8 CSAH 42 Corridor Study
CSAH 42 is the major east-west travel corridor trough the fast-growing southern metro area. Scott
County, in conjunction with its study partners, has undertaken a corridor study for the segment from
CSAH 21 east to Glendale Road. The study is addressing the following primary issues and
questions:
City of Shakopee Transportation Plan Page 20
City of Shakopee 2030 Comprehensive Plan Transportation
. What level of mobility should be provided by 2030, and what should CSAH 42 look like?
. What are the potential costs of improving the highway, and what impacts and costs would be
incurred if it is not improved?
. What impacts to adjacent properties and resources may take place with the improvements
being considered?
. What alternative investments should be considered, such as transit?
. How should improvements best be phased to allow the long term vision to be implemented
in harmony with individual projects being planned and built?
This project was commenced in 2006 and is on-going as of November 2008. While the project area
does not directly include Shakopee, it is in close proximity to the City's southern boundary, and the
project is of significant interest to the City and its residents.
City of Shakopee Transportation Plan Page 21
City of Shakopee 2030 Comprehensive Plan Transportation
5.0 FUTURE TRANSPORTATION NEEDS
5.1 Analytical Approach
The basic approach to determining roadway deficiencies and needs can be summarized as follows:
. Define assumed 2030 land use development and a baseline transportation network.
. Forecast traffic levels and distribution based upon the 2030 assumptions.
. Analyze different 2030 roadway alternatives as appropriate.
. Use forecasted traffic levels and functional classification information to identify the need for
future system/roadway improvements.
These steps will be addressed in the following sections.
5.2 Assumed Future land Use and Baseline Roadway Network
The future land use for the City is presented on Figure 3.1 as discussed in Section 2.3.1 of the Plan
Update. The assumed baseline transportation network is the existing system plus improvements
which are programmed or are anticipated to be constructed prior to 2030. The future improvements
which are assumed as part of the baseline network are presented in Table 5.1 and depicted
graphically on Figure 5.1.
Table 5.1
TRANSPORTATION IMPROVEMENTS ASSUMED AS PART OF 2030 BASELINE
ROADWA Y NETWORK
Identification
Number on
P rog ram medl Antici pated Improvement Figure 5. 1
Interchange at TH 169/CSAH 69 1
Extension of Vierling Drive from Taylor Street to CSAH 69 2
Extension of 17th Avenue from CSAH 15 to CR 69 (above bluff line) 3
Re-align Valley View Road connection with CSAH 17 further to north; 4
extend Valley View Road west and north to a connection with 17th Avenue
Extension of Thrush Street east to CSAH 83 5
Extension of 12m Avenue west and north to Eastway Avenue at 6
Shenandoah Drive
Extension of Pike Lake road north and west to Soutbridge Parkway, with 7
and easterly connection to Crossings Boulevard
Extension of CSAH 21 north and east from CSAH 42 to CSAH 18 8
Extension of Dakotah Parkway north to Valley View Road 9
Extension of Wood Duck Trail east to CSAH 83 10
Extension of Valley View Road between CSAH 38 and Foothill Trail 11
City of Shakopee Transportation Plan Page 22
City of Shakopee 2030 Comprehensive Plan Transportation
Identification
Number on
P rog ram medl Antici pated Improvement Figure 5. 1
Expansion of CSAH 17 to 4-lane divided between St. Francis Avenue and 12
CSAH 42
5.3 2030 Traffic Forecast Model and Results
Background and Results
The traffic modeling performed for this Plan Update utilized a program called TP+. The Shakopee
transportation model was designed to be consistent with the Metropolitan Council Regional
Transportation Model.
Transportation Analysis Zone TAZ information was derived from 2030 land use assumptions for
the City. This 2030 TAZ data used for modeling purposes for this Transportation Plan Update is
presented in Table 5.2, below.
Table 5.2
2030 TRANSPORT A TION ANALYSIS ZONE INFORMATION
TAZ Population Households Retail Jobs Non-Retail Total Jobs
Jobs
1059* 2,700 1148 700 50 750
1060* 13,358 5677 870 50 920
1061 4,872 2071 1,500 2,344 3,844
1061B 6,272 2666 0 10 10
(1181 )
1062* 414 176 35 102 137
1063 1,977 840 50 17 67
1064 3,640 1547 350 102 452
1065 1,946 827 250 902 1,152
1066 3,301 1403 200 1,714 1,914
1067 201 85 100 492 592
1068 2,078 883 250 214 464
1069 2,563 1089 533 2,022 2,555
1070 7,613 3236 4,378 6,494 10,872
1071 1,000 425 697 6,486 7,183
1072 65 28 20 89 109
Total 52,000 22,100 9,933 21,88 31,021
*Some of the TAZ is outside the City. Only the information for the area within the City is presented.
City of Shakopee Transportation Plan Page 23
City of Shakopee 2030 Comprehensive Plan Transportation
The T AZ map for the Shakopee area is provided on Figure 5.2. Additional information regarding
how the model was set up and used for this Plan Update is provided in Appendix A. The 2030
projections are presented on Figure 5.3.
5.4 2030 Roadway Deficiencies and Needs
As part of the needs identification process, an evaluation of future congestion conditions was
performed. This evaluation is based on Level of Service (LOS) analysis. For planning-level
roadway segment LOS analysis, projected volumes are compared against the operational capacity of
a roadway segment as determined by its number of lanes and general design. LOS ranges from A
(free flowing) to F (excessive congestion and delay). The LOS rating is determined by the volume
to capacity ratio for the segment being analyzed. Consistent with Mn/DOT guidance, the standard
practice in the Twin Cities metropolitan area is to provide design capacity such that LOS D or better
(A-C) is achieved; LOS E and F conditions require capacity improvements. Figure 5.4. depicts the
roadway segments in the Shakopee area that have projected 2030 congestion levels requiring
capacity improvement (LOS E/F).
Roadway needs are summarized in Table 5.3 and depicted graphically on Figure 5.5. It may be
noted a number of the identified improvements are not directly associated with capacity expansion,
but are intended to improve network connectivity, access to developing areas, and/or to upgrade
rural roadways to urban standards.
5.5 Future Intersection Assessments and Improvements
Based upon the system-wide 2030 traffic forecasts summarized on Figure 5.3, there are a number
of intersections which will likely require analysis and potentially some form of improvement to
address higher traffic levels. These locations include the following:
. 10th A venue/Spencer Street
. Vierling Drive/Spencer Street
. Vierling Drive/Eagle Creek Boulevard
. 17th A venue/CSAH 15
. 17th A venue/Independence Drive
. CSAH 16/McKenna Road
. CSAH 16/CSAH 21
. CSAH 78/New Westerly North/South Roadway
. CSAH 78/County Road 69
. CSAH 78/CSAH 15
. CSAH 78/County Road 79
. Valley View Road/Independence Drive
. Valley View Road/CSAH 83
. Valley View Road/McKenna Road
. Valley View Road/CSAH 21
. CSAH 42/CSAH 17
City of Shakopee Transportation Plan Page 24
City of Shakopee 2030 Comprehensive Plan Transportation
. CSAH 42/lndependence Drive
. CSAH 14/County Road 79 (west)
. CSAH 14/County Road 79 (east)
. CSAH 14/CSAH 17
Prior to traffic control measures potentially being implemented at any of these locations,
Intersection Control Evaluations would be performed to evaluate signal systems, roundabouts, or
other potential approaches. If signals are ultimately implemented at any of these intersections, all
applicable warrants would have to be met and approvals from applicable government agencies
would be obtained. Such approvals would also be required for roundabouts.
City of Shakopee Transportation Plan Page 25
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City of Shakopee 2030 Comprehensive Plan Transportation
5.6 2050 Traffic Results
As discussed previously, the City wishes to begin considering longer term (post-2030)
transportation conditions and needs. This assumes urban development of Jackson and Louisville
Townships consistent with the land use map identified on Figure 3.1 after annexation has taken
place. The assumed T AZ information for the 2050 scenario is presented in Table 5.4. It should be
kept in mind that the City does not wish the Metropolitan Council to consider these values from a
2030 perspective, and that these are generalized, preliminary planning level estimates. The traffic
volumes associated with the 2050 assumptions are presented on Figure 5.6.
Table 5.4
2050 TRANSPORT A TION ANALYSIS ZONE INFORMATION
TAZ Population Households Retail Jobs Non-Retail Total Jobs
Jobs
1958 2,259 553 30 230 260
1059 19,802 4,853 3147 4917 8064
1060 17,811 4,364 2719 50 2769
1061 4,872 1,194 1500 2344 3844
1 061 B (11 81 ) 6,272 1,537 0 10 10
1062 818 200 35 21834 21869
1063 1,977 489 50 17 67
1064 3,640 892 350 102 452
1065 1,946 477 250 902 1152
1066 3,301 811 200 1714 1914
1067 201 49 100 492 592
1068 2,078 509 250 214 464
1069 2,563 628 533 2022 2555
1070 7,613 1,865 4378 6494 10872
1071 1,000 245 697 6486 7183
1072 65 16 20 89 109
Total 76,218 32,365 14229 47917 61916
City of Shakopee Transportation Plan DRAFT - December 2006
WSB Project No. 1605-00 Page 28
City of Shakopee 2030 Comprehensive Plan Transportation
6.0 TRANSPORTATION PLAN
6.1 Funding Sources
Funding for construction and reconstruction can be obtained from a variety of sources including
special assessments and tax increment financing. Further information is provided below.
General Ad Valorem (Property) Taxes - Transportation projects can be funded with the general
pool of municipal revenues raised through property taxes.
Assessments - Properties that benefit from a roadway scheduled for improvement may be assessed
for the cost of construction. In order to assess the owner, it must be demonstrated that the value of
their property will increase by at least the amount of the assessment.
Municipal State Aid - Cities with populations of greater than 5,000 are eligible for funding
assistance from the highway user Task Distribution Fund (gas tax and vehicle registration tax).
These funds are allocated to a network of Municipal State Aid (MSA) streets. Currently, the City of
Shakopee receives an apportionment per year for improvements to their MSA streets.
Cooperative Agreements with Mn/DOT, Scott County and/or SMSC-US Department of Interior
- Different levels of government can cooperate on planning, implementing, and financing
transportation projects which provide benefits to all the concerned agencies. The financial terms
and obligations are generally established at the front end of the projects.
Tax Increment Financing (TIF) - This is a method of funding improvements that are needed
immediately by using the additional tax revenue anticipated to be generated because of the given
project's benefits in future years. The difference between current tax revenues from the targeted
district and the increased future tax revenues resulting from the improvements is dedicated to
retiring the municipal bonds used to finance the initial improvement(s).
Developer Contributions - Under this approach, the impact of the additional traffic from a
proposed development on the local roadway system is projected using standard traffic engineering
procedures. Costs associated with improving the roadway system to handle the additional traffic at
an acceptable level of service are assessed to the developer. This approach generally involves some
level of negotiation between the local government and the developer to work out a cost-sharing
agreement that allows the development to move forward.
6.2 Capital Roadway Improvements
Future roadway improvement needs are summarized in Table 5.3 and depicted on corresponding
Figure 5.5.
City of Shakopee Transportation Plan DRAFT - December 2006
WSB Project No. 1605-00 Page 29
City of Shakopee 2030 Comprehensive Plan Transportation
6.3 Future Roadway Functional Classification
The existing roadway function classification system is described in Section 2.2 of this Plan. The
system envisioned for 2030 is presented on Figure 6.1. The recommended and/or anticipated
changes from current conditions to the 2030 system are as follows:
. Vierling Drive between Eagle Creek Boulevard and CR 69-+to become an "A" Minor
Arterial
. CSAH 21 FROM TH 169 to Municipal limit and south-+to become a Principal Arterial (per
TH 21 Scoping Decision Document and 2020 Scott County Transportation Plan)
. CSAH 18 from CSAH 21 to CSAH 42-+to become a Minor Arterial (per TH 21 Scoping
Decision Document and 2020 Scott County Transportation Plan)
. Eagle Creek Boulevard between CSAH 17 and CSAH 83 (old CSAH 16)-+to become a
Collector
. Valley View Road from CSAH 17 to CSAH 83 -+to become a Collector
. Independence Drive from 17th Avenue/CSAH 16 to Valley View Road -+ to become a
Collector
. Sarazin A venue from St. Francis A venue to 17th A venue/CSAH 16 -+ to become Collector
The City understands requests must be made, separate from the Comprehensive Plan review
process, from the agency with jurisdiction over a roadway for the roadway's functional
classification to be revised on the Metropolitan Council map. These requests are addressed to the
Transportation Advisory Board.
6.4 Future Roadway Jurisdictional Classification
The anticipated jurisdictional classification system for roadways serving Shakopee for 2030 is
depicted on Figure 6.2. This figure depicts jurisdictional changes are either agreed upon or are
recommended to be discussed as summarized below:
. Current CSAH 16 (Eagle Creek Boulevard) between CSAH 83 and CSAH 17 will be turned
back from County to the City.
. Jurisdiction over 17th A venue from CR 83 to CR 15 has been transferred from the City to
Scott County, and it is now designated as CR 16. The County has also completed a corridor
study for the possible extension of that roadway to the west to CR 169. (Added per Scott
County comment)
. CR 73 within Jackson Township should be discussed as a turnback from the County to the
Township/City. In the 1998 Shakopee Transportation Plan, this was recommended as a
turnback to the Township, but with anticipated growth and annexation procedures, it appears
appropriate for this to ultimately be a City roadway. Within Louisville Township, this road
has already been turned back.
City of Shakopee Transportation Plan DRAFT - December 2006
WSB Project No. 1605-00 Page 30
City of Shakopee 2030 Comprehensive Plan Transportation
. CR 77 between TH 169 and CSAH 78 should be discussed as a turnback from the County to
the City. The discussion for CR 73, above, also applies for this proposed change.
In addition, a portion of the extension of Valley View Road from CSAH 83 to Foothill Trail (see
Figure 6.2) will pass through proposed trust land and thus may be subject to tribal and federal
jurisdiction.
6.5 Design and Right-of-Way Guidelines
Roadway Standards
A system of design guidelines is an effective tool to help to provide safe, efficient, and consistent
roadway networks. Some situations may require additional analysis due to unusual or unforeseen
conditions, but established baseline standards will minimize design uncertainty in most
circumstances.
Table 6.1 presents recommended typical roadway cross-sections based on each functional class for
City-level streets and roads. This table presents a range of Average Daily Traffic (ADT) levels for
each roadway functional class and the corresponding recommended design parameters. This
information is depicted graphically on Figure 6.3 (sheets 1-8). Scott County's typical cross-
sections for roadways under the County's jurisdiction are provided in Appendix B.
General City guidelines for on-street parking in non-residential areas and/or collector streets involve
a minimum of a ten-foot parking lane measured to the face of curb and a minimum of 20 feet for the
length of a parking stall. Parking on residential streets is allowed on streets within the typical cross
section.
It is very important to preserve adequate right-of-way for roadways in developing or redeveloping
areas. This minimizes the potential for having to acquire or otherwise impact developed properties
in the future to allow needed transportation projects. Table 6.2 shows right-of-way requirements
for different types of roadway cross sections. These guidelines should be considered for inclusion
in the City's ordinances. These right-of-way widths could vary with topography and requirements
for sidewalks or off-street facilities and are intended to provide minimum street needs and green
space on right-of-way. Scott County right-of-way widths for County roadways as identified in the
2001 Scott County Transportation Plan are presented in Appendix B. Scott County is in for final
process of updating this document.
Access Spacing
Access to the transportation network serving the City should be appropriately controlled in terms of
driveway openings and side street intersections. The Metropolitan Council's Transportation
Development Guide/Policy Plan identifies a policy framework within which the City of Shakopee
Transportation Plan was developed. Access guidelines allow the City discretion and negotiating
authority regarding individual access decisions. The spacing of intersections and driveways should
be controlled as defined by roadway functional class and traffic volumes. This approach limits the
City of Shakopee Transportation Plan DRAFT - December 2006
WSB Project No. 1605-00 Page 31
City of Shakopee 2030 Comprehensive Plan Transportation
impact of intersections and driveways on average speeds and levels of service on roadways
appropriate to the function of those facilities.
Table 6.3 presents City guidelines for controlling access to the transportation network based upon
roadway functional class. Residential, commercial, and industrial access will be directed to local
streets to the greatest degree feasible. New developments and sites which are being redeveloped
may be required to provide internal traffic design so as to limit the number of driveways to the
roadway system and/or to provide that access on appropriate roadways.
City of Shakopee Transportation Plan DRAFT - December 2006
WSB Project No. 1605-00 Page 32
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City of Shakopee 2030 Comprehensive Plan Transportation
The guidelines presented in Table 6.3 apply to City roadways. For County roadways, Scott County
access spacing guidelines apply. The Scott County access guidelines are found in Appendix D. It is
understood that these may be revised in the final, adopted 2030 Scott County Transportation Plan.
Mn/DOT access spacing guidelines pertain to TH 169 and TH 41.
6.6 Transit
Transit Planning Team/Transit Review Board
Section 2.2.6 of this Transportation Plan describes the transit service which is provided in
Shakopee. This is good service for a City of approximately 20,000, but as the community continues
to grow, the City and Scott County will continue to review ways to upgrade this service and the
facilities which support it.
Scott County has established a Transit Planning Team and a Transit Review Board. The Transit
Planning Team is made up of staff from the Cities of Shakopee, Prior Lake, Savage, Belle Plaine,
and Jordan, as well as Scott County and the Scott County HRA staff. The Transit Planning Review
Board is made up of Council Members from each of the cities along with a Scott County
Commissioner.
In 1993, a report entitled Scott County Transit Demand Analysis was prepared for the Scott County
Housing and Redevelopment Authority. The primary purpose of this report was to perform the
preliminary work necessary to apply for Federal T-21 transportation funding to support transit
projects in the County. Findings of the report included the following:
. The highest demand for transit service and facilities within the County will be in Shakopee.
. Future demand for Park & Ride spaces will far exceed the existing supply at the Seagate
Park facility in Shakopee.
. An outstanding site for a new transit facility would be the Shakopee Crossing site along
CSAH 18 just south of TH 169. This would be the best overall site for such a facility in the
County. This facility, the Southbridge Crossing Park and Ride, was constructed and open to
the public in 2007.
. An alternate location for a new transit facility would in the vicinity of the intersection of
CSAH 16 and the proposed CSAH 21 extension on right-of-way to be purchased for the
proj ect. This area could also be the site of a bus storage and maintenance facility. It is
anticipated that this facility will be constructed in 2012 through a lease agreement with the
SMCS which now owns the land.
. Further study is required to continue to improve and coordinate transit services provided
within the County. A County-wide Transit Service Plan should be prepared.
Since the completion of the 1993 transit report, a Unified Transit Management Plan (UTMB) has
been prepared for Scott County with participation by the Cities of Shakopee, Prior Lake, and
Savage. The primary recommendations of the UTMP relevant to Shakopee were as follows:
City of Shakopee Transportation Plan Page 36
City of Shakopee 2030 Comprehensive Plan Transportation
. Scott County should immediately begin the process of site selection and acquisition, design
and construction of a new transit center in the area south of the Bloomington Ferry Bridge
near the confluence ofCSAH 18, TH 169, TH 13, and the future CSAH 21 extension. The
transit center should have an initial capacity of 500 parking stalls and should be expandable
to include approximately 1,000 stalls within six to eight years.
. A temporary Park & Ride site in the vicinity of the future transit center should be developed
with capacity in the range of 100 to 250 stalls.
. The Cities of Shakopee and Prior Lake should pool their transit funding and focus their
attention on fixed route services.
. Service should be developed from Shakopee and Prior Lake to downtown Minneapolis via
TH 169 and 1-394.
. Existing service should be continued along TH 13 to the Burnsville Transit Station.
. Increasing ridership and demand should be monitored to assess need for increasing service
levels.
Southwest Corridor Transitway Planning
On its 2030 Transitways Plan, the Metropolitan Council identifies the Southwest Corridor as a
proposed transitway extending from Minneapolis south and west to Eden Prairie. The project
would utilize old railroad right-of-way and, potentially, various roadway alignments. It would pass
through the Cities of St. Louis Park, Hopkins, and Minnetonka, as well as Eden Prairie and
Minneapolis. It could involve light rail transit (LRT) or a dedicated, limited-stop busway approach
("bus rapid transit"). The Hennepin County Regional Railroad Authority (HCRRA) has taken the
lead regarding studies and planning for the transitway.
In 2003, the Southwest Regional Rail Transit Study was completed. This study evaluated ridership
potential, local impacts, and cost-effectiveness of rail transit service in the southwest study area, and
identified potential alignment alternatives for further analysis. Currently, the HCRRA, along with
its corridor partners, is following up the Southwest Regional rail Transit Study with an Alternatives
Analysis Study. The objective of this study is to expand upon the previous work by further
evaluating transit alternatives to reach a broad consensus on a preferred course of action. Both rail
and busway alternatives are being considered.
Currently, no crossing of the Minnesota River is being formally considered in the Southwest
Corridor analysis and planning. However, a logical connection between Shakopee residents and a
future Southwest Transitway could be made via a river crossing at TH 169. There will likely be a
Southwest corridor transit stop in Hopkins (in the vicinity of TH 169 and Excelsior Boulevard),
which could potentially be accessed with transit service along TH 169. The Metropolitan Council
has identified TH 169 as a route for express commuter bus service on its 2030 Transitway System
Plan. The southern terminus of the proposed Southwest Transitway is in the vicinity of TH 5 and
Mitchell Road in Eden Prairie. This stop could possibly be accessed from Shakopee via the CSAH
City of Shakopee Transportation Plan Page 37
City of Shakopee 2030 Comprehensive Plan Transportation
101 river crossing and TH 5. According to Hennepin County staff, all stops along the Southwest
Transitway would have Park & Ride lots. Thus, Shakopee residents could access the Southwest
corridor transit service by private vehicle if necessary.
It cannot be predicted with confidence if and when the Southwest Transitway will actually be
developed. It is being comprehensively evaluated and planned, but it would be dependent upon the
availability of federal funding. The City of Shakopee will continue to monitor developments
regarding the Southwest Corridor.
6.7 Non-Motorized Transportation
Policies and Plans
Pedestrian Safety and Access
Ensuring pedestrian safety is a critical goal for the City. In general, most pedestrian accidents and
injuries take place at roadway intersections; thus, intersections must be properly designed to
accommodate both vehicular and pedestrian movements.
At this time, there does not seem to be undue pedestrian safety issues at roadway intersections in
Shakopee. However, with the anticipated growth of the City as discussed in Section 2.0, vehicular
and pedestrian traffic levels will increase, and safety conditions will have to be reviewed on an
ongoing basis. Should given intersections become problematic, safety measures including the
following will be assessed and implemented as-needed:
. Installation of new traffic control signals
. Revised timing of existing signals
. Revised roadway geometry (layout and design of lanes)
. Curb bump-outs
. Traffic calming measures
Another way to promote pedestrian safety, as well as access, is to provide a coordinated network of
sidewalks in locations where there is sufficient demand. The City's policy for sidewalks has been
to provide a five-foot sidewalk on one side and an eight-foot bike trail on the other side for all
roadways of collector functional classification and higher. This policy will continue. In addition,
the City will now formally require that all local feeder streets have sidewalks.
City of Shakopee Transportation Plan Page 38
City of Shakopee 2030 Comprehensive Plan Transportation
Trails
The City is committed to providing a comprehensive and coordinated series of trails that provides
transportation as well as recreational value. The City's desire to encourage trail development is
linked to Goal 9 of the City's Parks, Trails, and Open Space Plan. Figure 6.4 depicts existing and
anticipated future trails. This information is taken from the City of Shakopee Parks, Recreation,
Trails and Open Space Plan (1999), which the City intends to update in the relative near future.
The existing and proposed trails plan is consistent with the trail standards as identified in the City's
Parks, Recreation, Trails and Open Space Plan:
. Trails should be the primary pedestrian circulation system in the rural service area.
. City Trails should be connected with State, Regional, and adjoining community trails where
possible.
. City trails should be continuous with other trail systems and/or sidewalks in the City.
. Trails should connect recreation and amenity areas with areas of potentially higher
pedestrian and bicycle traffic volumes.
. Trails should provide access in the City where sidewalks are deficient.
The City will continue to coordinate with other government agencies regarding trail planning and
development. Scott County adopted Interim Scott County Parks, Trails, and Open Space System
Plan in June 2004. This plan identifies a Scott County Regional Trail corridor which will
ultimately extend from the Murphy-Hanrehan Park Reserve, to the Cleary Lake Regional Park, to
Prior Lake, and to the Minnesota Valley State Trail in Shakopee. The corridor enters Shakopee
from the south along CSAH 17; it jogs to the west at CSAH 78, and then turns north on CR 79.
From CR 79, it continues through Shakopee to connect with the Minnesota Valley State Trail along
the Minnesota River. Approximately one mile of this trail has been constructed in Shakopee,
adjacent to CR 79, directly north ofTH 169. In general, the trail sections are being completed
during scheduled roadway upgrades and maintenance activities. The Interim Scott County Parks,
Trails, and Open Space System Plan also identifies proposed County trail corridors in locations
including the following:
. Along CSAH 78 from the Minnesota River to CSAH 17
. South of TH 169 from CSAH 78 to CSAH 83
. Along CSAH 16 from CSAH 83 east to the City limit and beyond
. Along CSAH 42 form CSAH 17 east to the City limit and beyond
. Along future CSAH 21 extension from CSAH 42 to TH 169
. North of CSAH 101 from approximately Memorial Park to TH 169
. CSAH 15 from CSAH 78 to southern City limit and beyond
Safe Routes to School Program
Mn/DOT administers a program called Safe Routes to School that allocates federal funding to local
projects. The primary goals of this program are to promote kids walking to school with associated
health benefits and to improve overall safety conditions in the vicinity of schools. A broad range of
projects are eligible for funding, including trail/sidewalk construction, signal systems, improved
City of Shakopee Transportation Plan Page 39
City of Shakopee 2030 Comprehensive Plan Transportation
pavement treatments and markings, signage, educational programs, and others. The City of
Shakopee will work with School officials to track and develop possible projects for funding
applications through this program.
Non-Motorized Access to Transit
The transit service and facilities in Shakopee are presented in on Figure 2. 7. The Seagate park-
and-ride facility is accessible by off-street multi-use trails along all of the roads that surround the
site: Eagle Creek Boulevard (CSAH 16) to the south, Canterbury Road South (CSAH 83) to the
east, 12th Avenue to the north, and Vierling Drive to the west. The Southbridge Crossings park-
and-ride facility can be accessed by a multi-use off-street trail parallel to Crossings Boulevard,
which serves as the access road to the facility.
The circulator service in Shakopee (Routes 496 West and East) make stops at various locations that
are linked to the City-wide off-street multi-use trail and/or sidewalk network. This includes the
following stops:
. Public Library
. Public Pool
. Courthouse Building
. St. Francis Hospital
. Kohl's/Target Site
. Community Center
. Seagate Park and Ride
City of Shakopee Transportation Plan Page 40
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<..) I--
Minor Arterial - 4 Lane Undivided
ADT = 15,000 to 30,000
R.O.W. (Urban) = 120 ft to 150 ft
R.O.W. (Rural) = 150 ft to 200 ft
<t
R/W Varires 60' to 75' Varires 60' to 75' R/W
12' 12' Varies
Lane Lane
L .........:J
IE ~I
Parking Both Sides (68 ft)
R/W <t R/W
Varires 60' to 75' Varires 60' to 75'
12' 12' Varies
Lane Lane
L .....5
I ~ ~I
Parking One Side (60 ft)
<t
R/W Varires 60' to 75' Varires 60' to 75' R/W
12' 12' 2' Varies
Lane Lane
~ ~
I. .1
No Parking (52 ft)
<t
R/W Varires 75' to 1 QQ' Varires 75' to 100' R/W
12' 12'
Lane Lane
~I ----------
~I
.
Rural (68 ft)
Notes: 1) Turn lanes may be added at intersections as required.
2) Scott County's typical sections for county roadways are
provided in Appendix 0 of this Transporlation Plan.
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~ City of Shakopee, Minnesota
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b Transportation Plan Update
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6 Typical Sections
<=2
Ul Prepared by:
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Minneapolis, MN 55416 Figure 6.3-1
www.wsbeng.com
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Major Collector - 4 Lane Divided
ADT = 10,000 to 25,000
R.O.W. (Urban) = 120 ft
R.O.W. (Rural) = 150 ft
~
R/W 60' t 60' R/W
I' 'I
6'
L ~ .........:J
IE .1
Parking Both Sides (74ft)
<t
R/W 60' 'I' 60' R/W
I' 'I
L ~ ~
I ~ ~ I
Parking One Side (64 ft)
~
R/W 60' 'I' 60' R/W
I' 'I
6'
~ ~ ~
I. .1
No Parking (56 ft)
~
R/W 75' 'I' 75' R/W
I' 'I
8' 11' 12' 6' 12' 11' 8'
1'-'1' Lane T Lane T-T Lane T Lane T----'-- 'I
~I. ~ ----------
I I
Rural (68 ft)
Notes: 1) Turn lanes may be added at intersections as required.
2) Scott County's typical sections for county roadways are
provided in Appendix 0 of this Transporlation Plan.
e
~ City of Shakopee, Minnesota
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~
b Transportation Plan Update
4=
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3
6 Typical Sections
<=2
Ul Prepared by:
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Minneapolis, MN 55416 Figure 6.3-2
www.wsbeng.com
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Major Collector - 4 Lane Undivided
ADT = 7,500 to 18,000
R.O.W. (Urban) = 100 ft
R.O.W. (Rural) = 100 ft
<t
R/W 50' 50' R/W
12' 12' Varies
Lane Lane
L .........:J
IE ~I
Parking Both Sides (66 ft)
R/W <t R/W
50' 50'
12' 12' Varies
Lane Lane
L .....5
I ~ ~I
Parking One Side (58 ft)
<t
R/W 50' 50' R/W
12' 12' 2' Varies
Lane Lane
~ ~
I. .1
No Parking (50 ft)
<t
R/W 50' 12' l 50' R/W
I' , 1
8' 11 ' 12' 11' 8'
n' Lane T Lane T Lane 'n
Lane
~I, ----------
I I
Rural (62 ft)
Notes: 1) Turn lanes may be added at intersections as required.
2) Scott County's typical sections for county roadways are
provided in Appendix 0 of this Transporlation Plan.
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~ City of Shakopee, Minnesota
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b Transportation Plan Update
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3
6 Typical Sections
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Ul Prepared by:
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Minneapolis, MN 55416 Figure 6.3-3
www.wsbeng.com
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Minor Collector - 4 Lane Undivided
ADT = 7,500 to 18,000
R.O.W. (Urban) = 100 ft
R.O.W. (Rural) = 100 ft
<t
R/W 50' 50' R/W
12' 12' Varies
Lane Lane
L .........:J
IE ~I
Parking Both Sides (66 ft)
R/W <t R/W
50' 50'
12' 12' Varies
Lane Lane
L .....5
I ~ ~I
Parking One Side (58 ft)
<t
R/W 50' 50' R/W
12' 12' 2' Varies
Lane Lane
L..... .....5
I. .1
No Parking (50 ft)
<t
R/W 50' 12' l 50' R/W
I' , 1
8' 11 ' 12' 11' 8'
n' Lane T Lane T Lane 'n
Lane
~I, ----------
I I
Rural (62 ft)
Notes: 1) Turn lanes may be added at intersections as required.
2) Scott County's typical sections for county roadways are
provided in Appendix 0 of this Transporlation Plan.
e
~ City of Shakopee, Minnesota
r-rl
~
b Transportation Plan Update
4=
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U
3
6 Typical Sections
<=2
Ul Prepared by:
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Minneapolis, MN 55416 Figure 6.3-4
www.wsbeng.com
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Minor Collector - 3 Lane
ADT = 4,000 to 16,000
R.O.W. (Urban) = 80 ft
R.O.W. (Rural) = 100 ft
<t
R/W 40' 401 R/W
Varies Varies
L ~
1 E .1
Parking Both Sides (58 ft)
<t
R/W 40' 401 R/W
Varies
L..... ~
I ~ ~ 1
Parking One Side (50 ft)
<t
R/W 40' 401 R/W
2' Varies
L ........J
I. .1
No Parking (42 ft)
<t
R/W 50' .1 E 501 R/W
I' 'I
8' 12' 14' 121 81
n' Lane T Lane T Lane 'n
~I. ---------
.1
Rural (52 ft)
Notes: 1) Turn lanes may be added at intersections as required.
2) Scott County's typical sections for county roadways are
provided in Appendix 0 of this Transporlation Plan.
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~ City of Shakopee, Minnesota
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b Transportation Plan Update
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3
6 Typical Sections
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Minneapolis, MN 55416 Figure 6.3-5
www.wsbeng.com
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Minor Collector - 2 Lane
ADT = 2,000 to 9,000
R.O.W. (Urban) = 80 ft
R.O.W. (Rural) = 100 ft
<t
R/W 40' 40' R/W
12' 12' Varies
Lane Lane
L ~
1 E .1
Parking Both Sides (44 ft)
R/W <t R/W
40' 40'
12' 12' Varies
Lane Lane
L..... c.......T
I. ~ 1
Parking One Side (38 ft)
<t
R/W 40' 40' R/W
12' 12' 6' Varies
Lane Lane
L..... c.......T
I. .1
No Parking (36 ft)
<t
R/W 50' 12' l 50' R/W
I' , 1
8' 12' 8'
n' Lane 'n
Lane
~I, ---------
.1
Rural (40 ft)
Notes: 1) Turn lanes may be added at intersections as required.
2) Scott County's typical sections for county roadways are
provided in Appendix 0 of this Transporlation Plan.
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~ City of Shakopee, Minnesota
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b Transportation Plan Update
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6 Typical Sections
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Minneapolis, MN 55416 Figure 6.3-6
www.wsbeng.com
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Local Street - 2 Lane
ADT = 0 to 9,000
R.O.W. (Urban) = 60 ft
ct
RIW 30' 301 RIW
8' 1 0' 1 01 8'
Parking Lane Lane Parking
~ ~
1 ~ s I
Parking Both Sides (36 ft)
ct
RIW 30' 301 RIW
2' 12' 121 8'
l Lane Lane Parking
~ ~
I. s I
Parking One Side (34 ft)
ct
RIW 30' I 30' RIW
I' 3'. 12' : : 12' . 3' 'I
n Lane Lane n
~ ~
1 ~ ~ I
No Parking (30 ft)
~ City of Shakopee, Minnesota
~ Transportation Plan Update
3
; Preparedby Typical Sections
o
/'
~
Minneapolis, MN 55416
www.wsbeng.com Fig u re 6.3-7
763-541-4800 - Fax 763-541-1700
INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
Feeder Street - 2 Lane
ADT = 2,000 to 9,000
R.O.W. (Urban) = 60 ft
RIW ct
30' 301 RIW
8' 10' 101
Parking Lane Lane
~ .....5
I ~ s I
Parking Both Sides (36 ft)
RIW ct RIW
30' 301
Varies
2' 12' 121
l Lane Lane
~ --..J
I. s I
Parking One Side (34 ft)
RIW ct RIW
30' 301
31 12' 121
Lane Lane
~ --..J
I~ ~ I
No Parking (30 ft)
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INFRASTRUCTUREI ENGINEERING PLANNIN(jJ CONSTRUCTION
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8002/8/21 'pe+U[.Jd e+oo
APPENDIX A
Travel Forecasting Model and Methods
APPENDIX A
TRA VEL FORECASTING MODEL AND METHODS
Travel forecasting is based upon computer modeling which uses land use and population
data in conjunction with transportation network information to determine future roadway
deficiencies and needs. The projections for this Transportation Plan were performed by
WSP & Associates, Inc. (WSB) using a software program by Citilabs called TP+.
TP+ can be used to simulate current and future traffic conditions. For this Plan, it was
used to prepare city-wide model allowing traffic projections on a system-wide basis. The
model is dynamic, such that assumptions can be revised as future land uses are developed
and new roadways are constructed. For use in this Plan, the development and use of the
Shakopee travel forecasting model involved the steps discussed under the headings
below.
Data Collection
The data used for the analysis in this Plan was collected by WSB staff. This included
existing traffic data and information on the existing and anticipated roadway network.
Information regarding existing and future land use and population was obtained from Met
Council and the City of Shakopee. Regional traffic forecast information was obtained
from Scott County, Met Council, and Mn/DOT sources.
Traffic Analysis Zone System
Land use and population data for the transportation planning process is organized and
assigned according to Traffic Analysis Zones (TAZs). The TAZs used for this analysis
are depicted on Figure 5.2 of the main 2030 Shakopee Transportation Plan document.
The system used was based upon the Metropolitan Council zones, with some refinement
appropriate to the local analysis. Each T AZ has trip generation and attraction
characteristics determined by the data assigned to it as referenced above.
Trip Generation
Vehicle trips are classified into purpose categories: Home Based Work (HBW), Home
Based Nonwork (HBN), Home Based Other (HBO), and Non-Home Based. The
differing types of trips have significance in how the model relates trip productions and
attractions to each other and, accordingly, how it matches origins with destinations for
individual trips. The primary trip types determined as part of this forecasting process are:
Through trips-these trips do not have origins or destinations within the study
area (the City). For example, they might originate in Minneapolis, continue
through Shakopee on Trunk Highway 169, and terminate at Mankato. These
trips, for the purposes of this study, were based on regional forecasts by Scott
Shako pee Transportation Plan 1
Appendix A - Travel Forecasting Model and Methods
County, Mn/DOT, Met Council, as well as historical trend analysis of traffic
levels in the overall project area.
Internal trips-these trips begin and end within the study area. The numbers of
trips produced and attracted are based on the population and land use data
assigned to each T AZ.
External to internal trips-these are trips generated from outside the study area
but have destinations within the City. An example would be residents of
Minneapolis accessing the Canterbury Park racetrack. These trips are based upon
the number of "attractions" within the City balanced against internal trip
productions and external trips which would not pass completely through the City
based upon Met Council forecast information.
Internal to external trips-these are trips generated inside the City with
destinations elsewhere. An example would be a resident of Shakopee who
commutes to Bloomington for work. These are based upon trip productions
within the City balanced against internal "demand" for these trips and regional
traffic patterns.
Trip Distribution/Route Assignment
For individual trips, origins and destinations are matched between TAZ areas, based
primarily on a system-wide balance between trip generations and trip attractions, and
relative distances between them. Once the trips are distributed between T AZ areas, they
are assigned to individual routes (streets) in a way which minimizes delays on the
network. This assumes that motorists will choose the route between origin and
destination which minimizes travel time. The model performs iterations to balance all
trip productions and attractions and minimize delays.
Model Calibration
The National Council of Highway Research Program (CHRP) Circular 255 was used to
determine the maximum allowable difference between modeled trip volumes/route
assignments and actual traffic counts. In the analysis used for this Plan, the modeled
outputs for 2000 were compared with observed traffic counts. Some adjustments to road
capacity and vehicle travel speeds were made to calibrate the model results to observed
conditions.
Future Traffic Levels
Once the travel model for the City was established and calibrated as described in the
preceding steps, it was ready to be used for forecasting purposes. To perform
forecasting, future land use and population information data (as discussed above) was
loaded into to the model, organized according to T AZ areas. The model performs
iterations to generate, distribute, and assign total trips throughout the overall network.
Shako pee Transportation Plan 2
Appendix A - Travel Forecasting Model and Methods
APPENDIX B
Typical Cross-Sections and Right-of-Way Requirements for
Scott County Roadways
R/W Rrtt
2 lANE U:NOIVlDED
6t-e~ .:. .~.... 6~-.ft.
~.1;l' + 12' ~
:f .>t..1r. f
R/W 2 :LANEUNDlVlDED W/L II R/W
I ft-tf ~ ~ i-4 ft-tt
'., .. .1~+.t~. + tr .. ......
...ft f
, .
I .
I
tt1~""l2tt .:..:':.:.:::.:....:....:: ~ I
R/W 4 .LANE. ,UNDIVIDED
$'-nt~. t, i-4 $'-10'
.. ..... ...... 12 lr.+tr+ 12~ .::-... .'.
t ~.at,t
,
f
l
.'. '120~~lSO~ .~. I
:NO.. SCAlE
r . ''ll!
SCOTTCOONlY .lRANSf'ORTA noN PlAN:
TYPICAL RURAL CROSS-SECTIONS
~ ~..~,
~
R/W 4 LANE UNOIVlDEDW/lTl
t
$'-1<f;L . I +-4 at-10'
..: ..t"12"+: 12~ + 14<\0+12' 1tf, .
, tr. ..~
.
f I t
I t
I I
I u ~u l5ct-too~ ~ I
i
4 LANE DfVJDEDW/LTl
A/W t t t
I i-'1<f-t- 1%' ~n'-i.l . i" ..1~ :t 1~ i-1rt-t'
. . .
.
I
1
I ~: 18tt-2()'(1 ...~""'" I
NO SCAlE
r u~ r . u
SCOTT COUNTY JR.ANSPOR,TAllON .PlAN C-2
TYPICAL RURAL CROSS-SECTIONS
.. HO~
,,,J
R/W 3 LANE UNDIVIDED W!lTL 'R/W
i
tt5.tJm~t-. t4"41..+'.1.-041ft Mftti
.~.. t
5~- tet I
ftAU<
lCt(t-t2ff
R/W .3. LANE DiViDED W /l Tl R/W
t
t15~W1Nrt-.., l(t'.--t~tf-'f." + t4.~~15t'~.ti
. t
l ~
i 5.-1 tI
\VAtK
to(t -t2ft
R!W 4.lANE UNDIVIDED R/W'
i
fls' 1m.+- 14' 4 12* + 1Z' + H' -J>>>lS' MINt"
<t--t
$~-tfl
.WM)(
l00"-.t2t1
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APPENDIX C
Scott County Access Management Guidelines
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COMPREHENSIVE SANITARY SEWER SYSTEM PLAN
Prepared for:
City of Shakopee
129 Holmes Street
Shakopee,~N 55379
December 8, 2008
Prepared by:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
~inneapolis, ~N 55416
763-541-4800 (T el)
763-541-1700 (Fax)
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05
December 8, 2008
Honorable Mayor and City Council
City of Shakopee
129 Holmes Street
Shakopee,~ 55379
Re: Comprehensive Sanitary Sewer System Plan
City of Shakopee, ~
WSB Project No. 1381-05
Dear Mayor and City Council Members:
Transmitted herewith is the Comprehensive Sanitary Sewer System Plan for the above-
referenced project. The report is a planning tool to help the City meet its short-term and long-
term sanitary sewer flows.
We would be happy to discuss this report with you at your convenience. Please give us a call at
763-541-4800 if you have any questions.
Sincerely,
WSB & Associates, Inc.
Kevin F. Newman, PE
Proj ect Manager
Enclosure
lh/srb
TABLE OF CONTENTS
I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly licensed
professional engineer under the laws of the State of Minnesota.
Kevin F. Newman, PE
Date: December 8, 2008 Lic. No. 25198
Prepared by:
Joseph C. Ward, PE
Date: December 8, 2008 Lic. No. 45855
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
T ABLE OF CONTENTS
1.0 EXECUTIVE SUMMARy..................................................................................................... 1
2.0 PURPO SE AND S COPE ........................................................................................................ 3
3.0 EXIS TIN G SANIT AR Y SEWER S YS TEM ......................................................................... 4
3.1 Sanitary Sewer Service Area ........................................................................................ 4
3.2 Gravity Sewers.............................................................................................................. 4
3.3 Lift S tat ion s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
3.4 On - Site Dispo sal Systems............................................................................................. 5
4.0 LAND USE........................................................................................................................... .... 6
4.1 Land Use Breakdown.................................................................................................... 6
4.2 Existing Developed and Developable Areas................................................................. 6
5.0 G RO WTH PR OJECTI 0 NS ................................................................................................... 7
5.1 Proj ected Residential Growth....................................................................................... 7
5.2 Proj ected Non-Residential Growth............................................................................... 9
6.0 SANIT AR Y SEWER D ESI G N CRITERIA ....................................................................... 12
6.1 Estimated Flow Generation Rates............................................................................... 12
6.1.1 General ........................................................................................................... 12
6.1.2 Residential Flow Rates................................................................................... 12
6.1.3 N on- Residential Flow Rates........................................................................... 13
6.2 Peak Flow Factors....................................................................................................... 14
Table 6-4 on the following page shows the existing estimate average day and peak hour flows
by Sanitary Sewer District. ...................................................................................................... 14
6.3 Infiltration/Inflow ....................................................................................................... 15
6.3.1 General ........................................................................................................... 15
6.3.2 1/1 Anal y s is. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 16
6.3.3 M un i c i p a I 1/1 Red u c t ion ................................................................................. 1 6
7.0 FUTURE SANITARY SEWER SYSTEM ..........................................................................18
7.1 Sanitary Sewer Districts.............................................................................................. 18
7.2 Wastewater Flow Projections......................................................................................19
7.3 Future Trunk Sanitary Sewer System......................................................................... 21
7.3.1 Northwest Shakopee (NWS) .......................................................................... 21
7.3.2 North Shakopee (NS) ..................................................................................... 22
7.3.3 Northeast Shakopee (NES)............................................................................. 23
7.3.4 North Central Shakopee (N C S) ...................................................................... 23
7.3.5 West Shakopee (WS)...................................................................................... 24
7.3.6 East Shakopee (ES) ........................................................................................ 24
7.3.7 Southeast Shakopee (SES) ............................................................................. 25
7.3.8 South Shakopee (S S) ...................................................................................... 26
7.3.9 Central Shakopee (C S) ................................................................................... 28
7.3.10 J a c k s 0 n/ S h ak 0 pee (J S ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 8
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05
T ABLE OF CONTENTS (continued)
7.3.11 South Louisville/Jackson (SLJ) .................................................................... 29
7.3.12 West Jackson (W J)........................................................................................ 30
7.3.13 West Louisville/Jackson (WLJ) ....................................................................31
7.3.14 Southwest Louisville (SWL) ........................................................................ 31
8.0 CAPIT AL IMPROVEMENT PR OG RAM......................................................................... 33
8.1 Future System Improvement Costs............................................................................. 33
8.2 C IP Pol icy ................................................................................................................... 3 3
9.0 RE CO MME ND A TI 0 N S ...................................................................................................... 34
Tables
Table 1-1 - 2030 Capital Improvement Plan Summary by District
Table 5-1 - Population and Household Projections by Sewer District
Table 5-2 - Total Population and Household Projections
Table 5-3 - Non-Residential Historical Growth
Table 5-4 - Non-Residential Growth Projections
Table 5-5 - Employment Projections by Sewer District
Table 6-1 - Water Demand by Customer Category
Table 6-2 - Historical Residential Wastewater Flow Rates
Table 6-3 - Large Volume Water Users
Table 6-4 - Existing Estimated Wastewater Flows by Sewer District
Table 6-5 - MCES L16 Wastewater Flows
Table 7-1 - Projected Wastewater Flows
Table 8-1 - 2030 Capital Improvement Plan Summary by District
Figures
Figure 3-1 - Sewer Service Area
Figure 3-2 - Existing Sewer Trunk System
Figure 3-3 - Existing Septic Systems
Figure 4-1 - Future Land Use
Figure 5-1 - Historical and Projected Population
Figure 7-1 - Sanitary Sewer Sheds
Figure 7-2 - Future Trunk Sewer System Alternative 1
Figure 7-3 - Future Trunk Sewer System Alternative 2
Figure 7-4 - Future Trunk Sewer System Points Alternative 1
Figure 7-5 - Future Trunk Sewer System Points Alternative 2
Figure 7-6 - Future Trunk Sewer System Alternative 3
Appendices
Appendix 1 - MCES Hourly Peaking Factor
Appendix 2 - MCES L16 Ownership Transfer Agreement
Appendix 3 - Total Future Flows Generated in Each Subdistrict
Appendix 4 - Future Sanitary Sewer System Flows Alternative 1
Appendix 5 - Future Sanitary Sewer System Flows Alternative 2
Appendix 6 - Future Sanitary Sewer System Flows Alternative 3
Appendix 7 - Opinion of Probable Cost
Appendix 8 - Five Year Increment Flows Generated per District
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05
1.0 EXECUTIVE SUMMARY
The Shakopee Comprehensive Sanitary Sewer Plan (plan) is intended to serve as a guide to
completing the future sanitary sewer trunk system and as an inventory of the City's existing
sanitary sewer facilities. The plan is intended to help the City of Shakopee meet its short-term
and long-term sanitary sewer needs.
The ultimate potential sewer service area for the City is divided into 14 major sanitary sewer
service areas or districts. Four of these sewer districts include areas of Louisville Township and
Jackson Township, which are outside the 2030 planning area. However, these two townships
were included in the ultimate potential planning area, because if service is provided to these
areas through the City of Shakopee, it would affect the City's future trunk sewer system sizing.
For the purpose of sanitary sewer planning, the districts are further divided into sub-districts.
Each sub-district contributes wastewater flow to the sanitary sewer collection system. Sanitary
sewer service districts are shown in Figure 7-1. Each sub-district contributes wastewater flow to
the sanitary sewer collection dependent upon a variety of parameters including land use,
population density, wastewater generation rates, development restrictions, wetlands, dedicated
green space, etc.
The topography of the undeveloped areas was studied to determine the locations and extent of
gravity sewer areas for future trunk facilities. The intention with laying out the future system
was to minimize the number of trunk lift stations, while keeping the maximum depth of gravity
sewers to less than 40 feet deep. In addition, it is possible that a future wastewater treatment
plant may be developed in Louisville Township. To be prudent in planning, the City was
required to plan for the possibility of a future Louisville Township wastewater treatment plant.
Therefore, two ultimate system layouts were completed shown in Figures 7-2 and 7-3. A third
alternative was developed in the event that SMSC purchases isolate a small area in the southern
area of the City. This alternative could be developed as a part of Alternative 1 or 2.
Alternative 1, shown in Figure 7-2, plans for flows to be conveyed to the MCES interceptor
along US 169. Alternative 2, shown in Figure 7-3, conveys wastewater to a future wastewater
treatment plant located in the Southwest Louisville district. Alternative 3 was developed in the
event that SMSC continues land acquisition west and would not allow a sanitary sewer to flow
through their boundaries. Alternative 3 would require discussions between the City of Shakopee,
the City of Prior Lake and MCES to determine if there is available capacity in the Prior Lake
interceptor sewer to make this alternative possible.
Because the SMSC currently has its own treatment plant, and because it is understood the SMSC
intends to serve any lands it acquires, this study does not include providing service to the SMSC
owned/controlled lands, so future land purchases by SMSC may affect the City service area,
future flows, and trunk sewer locations.
The system layouts are general in nature and exact routing will be determined by the particular
conditions at the time of final design. It is important that the general concept and sizing be
adhered to for assurance of an economical and adequate ultimate system.
Construction cost estimates were developed for the completion of the trunk system. These trunk
facilities include all gravity sewer mains, lift stations, and force mains for each district. Trunk
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 1
costs do not include the cost of installing lateral sewers for development. Table I-Ion the
following page shows the estimated system expansion costs.
TABLE 1-1
Capital Improvement Plan Summary by District
For Ultimate Sewer System
District Alt. 1 Cost Alt. 2 Cost Alt. 3 Cost
NWS $0 $0
NS $0 $0
WS $0 $0
NCS $0 $0
NES $976,818 $976,818
ES $1,311,103 $1,311,103
SES $2,168,467 $2,168,467
SS $3,356,078 $2,375,044 $3,408,830
CS $157,442 $157,442
JS $830,049 $830,049
SLJ $3,907,898 $4,455,192
WJ $3,063,880 $1,323,537
WLJ $5,123,870 $3,847,287
SWL $4,794,290 $6,941,669
Total $25,689,895 $24,386,608
Notes:
1. Costs are for budgeting purposes only, and are subject to change
as proj ects are studied, designed, and constructed.
2. Project costs include 10% for construction contingency and 20%
indirect costs.
3. Cost estimates are based on 2008 construction costs.
4. Land acquisition costs are not included.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 2
2.0 PURPOSE AND SCOPE
The City of Shakopee has experienced considerable growth in recent years and anticipates
similar growth to continue. The purpose of the study is to provide the City with a plan to serve
future development and to identify and correct existing system deficiencies in a cost effective
manner.
The plan will provide population and flow projections for the City of Shakopee through the year
2030 as well as population and flow projections for the potential ultimate sewer service area,
which would include Jackson Township, and Louisville Township. The potential ultimate
service area was defined based on the current Land Use plan, prepared for the City's
Comprehensive Plan, and identified areas that could be reasonably served by sanitary sewer in
the future. Following definition of the potential ultimate service area, sanitary sewer districts
were defined and flow rates projected for each of the districts based on the respective land uses
in each district. Projected flow rates were used to size the future trunk system and compared to
existing system trunk capacity to identify future system improvements.
Future trunk improvements were defined with the intention that the trunk system would serve the
ultimate service area. A layout of potential trunk system improvements was provided and an
associated engineer's opinion of probable cost. Future improvements were incorporated into a
Capital Improvement Program (CIP).
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 3
3.0 EXISTING SANITARY SEWER SYSTEM
3.1 Sanitary Sewer Service Area
Sanitary sewer systems consist of two elements; collection and treatment. The existing
City sanitary sewer system is a collection system only, Metropolitan Council
Environmental Services (MCES) is responsible for treatment. Also, MCES is responsible
for major trunk facilities conveying wastewater across City boundaries to treatment
facilities. All wastewater flows to the MCES Blue Lake Wastewater Treatment Plant in
the northeast area of the City.
A service area is defined as the area from which wastewater flows are collected. The
existing serviced area within the City of Shakopee comprises approximately 9,422 gross
acres and is shown in Figure 3-1. In addition, there is approximately 373 gross acres
recently annexed by the City of Shakopee from Jackson Township. Sanitary sewer
districts were developed within the City boundaries, Jackson Township, and Louisville
Township based on areas of gravity service. The existing serviced area has been
developed within several districts, most of which are not fully developed.
3.2 Gravity Sewers
The existing City of Shakopee sanitary sewer system is comprised of gravity sewers
ranging in size from 6-inches in diameter to 24-inches in diameter. The City sanitary
sewer mains flow to the MCES interceptors that convey wastewater to the Blue Lake
Wastewater Treatment Plant. Currently, MCES interceptors provide service to the Cities
of Shakopee, Prior Lake, and Chaska. Figure 3-2 is a map of the existing sanitary sewer
system trunk mains (10-inches in diameter and larger) including MCES interceptors.
Construction of the Shakopee sanitary sewer system began in the early 1900's with
vitrified clay pipe. The sanitary sewer system has been greatly expanded as the
community has grown. Some of the older vitrified clay pipe sanitary sewers have been
replaced, but the majority of them remain in service today. The existing sanitary sewer
system appears to be in good overall condition. A good indication of this is that
infiltration and inflow (1/1) has not been found to be excessive in the City. The City is
not currently included in the MCES "List of Communities with Observed Excess 1/1, June
30, 2006."
3.3 Lift Stations
The existing sanitary sewer system includes two City of Shakopee lift stations and one
MCES lift station. MCES L16 is located near Shakopee's downtown area and ownership
will be transferred to the City in the near future, the transfer agreement has been included
as Appendix 2. The Wal-Mart lift station and Whispering Oaks lift station are on the east
side of the City. Currently, the Whispering Oaks lift station pumps wastewater to the
City of Savage from the Whispering Oaks development on the east side of Shakopee.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 4
The existing City lift stations are submersible type lift stations with precast concrete wet
wells. The Wal-Mart lift station has a capacity of 1,000 gpm, Whispering Oaks has a
capacity of90 gpm, and MCES L16 has a capacity of3,700 gpm. Figure 3-2 shows the
locations of the existing lift stations.
3.4 On-Site Disposal Systems
There are several areas within the City of Shakopee that are currently on septic systems
and are shown in Figure 3-3. The City currently has approximately 787 on-site septic
systems. Some of these areas are developed with one or two acre lots that will not be
further developed within the time frame of this plan. Oversight of the operation and
maintenance of these on-site disposal systems is administered by Scott County.
The City of Shakopee's City Code requires that homeowners connect to the City sanitary
sewer system within three years if service is extended to their property, or immediately if
the septic system fails.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 5
4.0 LAND USE
4.1 land Use Breakdown
Figure 4-1 is the current land use plan for the City of Shakopee. This plan was developed
by the City, included in the Transportation Plan completed by WSB, and separates the
planning area into ten (10) different land use categories. Land use is a critical factor in
determining future sanitary sewers because different land uses generate different
wastewater flow rates. Because the Comprehensive Plan is intended to take a look at
post-2030 development, the City has used the same land use categories for areas that are
in Jackson and Louisville Townships to remain consistent with the City's land use
assumptions. As stated in other chapters of this Plan, the City does not currently have
land use jurisdiction over the township areas and is not seeking approval of the post 2030
elements of the land use analysis. Moreover, the City does not intend to indicate by this
analysis that annexation of these areas by the City of Shakopee is a foregone conclusion.
Figure 4-1 does not provide land use planning for the area west of US 169 in Louisville
Township. For the area within Louisville Township where no land use planning has been
developed, it was assumed that it would be low density residential.
4.2 Existing Developed and Developable Areas
The area within Shakopee' s City planning area is approximately 29 square miles or
18,700 acres not including Jackson and Louisville Townships. The areas within the
boundaries of Jackson and Louisville Townships are 4,400 acres (6.9 square miles) and
9,300 acres (14.5 square miles), respectively.
The existing area within Shakopee with sewer service is approximately 9,795 gross acres,
of which 373 gross acres were recently annexed from Jackson Township. The City of
Shakopee and Jackson Township have an orderly annexation agreement. As land is
developed within Jackson Township, it is annexed if utility services are extended by the
City of Shakopee.
Louisville Township has no sewer service. Therefore, much land is still available for
development. For sewer planning purposes, land that is not served by sanitary sewer is
considered not developed. Also, not all of this acreage is considered developable.
Undevelopable land use categories include open space, water, and the land owned by
SMSC.
Existing developed and undevelopable areas were subtracted to obtain developable
acreage. Some areas within the existing sewer service area, shown in Figure 3-1, are not
developed or contributing flows to the sewer system. Figure 3-1 shows the existing
sewer service area and area available for future growth. This is identified as "Gross"
Developable Acreage because it includes roads and common or public areas potentially
included in developments. Roads, common areas, and parks typically consume 25% to
30% of the gross area within a development.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 6
5.0 GROWTH PROJECTIONS
5.1 Projected Residential Growth
Historical growth data and future projections for the study area from the Minnesota State
Demographer's office is shown in Figure 5-1. Shakopee exhibited consistent growth
between 1950 and 1990, however it grew approximately 75% between 1990 and 2000,
and is estimated to have grown approximately 5-8% annually since 2000. Both Jackson
and Louisville Townships do not have consistent historical records, but have a population
of approximately 1,350 and growing at approximately 1 % per year.
Future population and household projections were made by sewer shed area and are
shown on the following page in Table 5-1.
Table 5-2 on page 9 shows the total population and household projections for the City of
Shakopee through the year 2030. Population and household projection for 2050 are also
included in Table 5-2. It was assumed that as development occurs within the townships,
sanitary sewer service will be extended by the City to the new development. New
development would then be annexed into the City of Shakopee. This has been noted in
Table 5-2.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 7
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TABLE 5-2
Total Population and Household Projections
Year 2005 2010 2015 2020 2025 2030 20501
Population 26,340 39,500 43,800 48,500 50,300 52,000 76,218
Households 10,900 15,000 17,300 19,500 25,500 31,500 46,200
Percent Growth 500A> 11OA> 11OA> 4OA> 3OA> 47OA>
in Population 1 The 2050 projections include all of the City of Shakopee plus Louisville and Jackson
Townships. Growth or development in Louisville and Jackson Townships is likely to occur only
if these areas are annexed by the City of Shakopee and/or sewer and water is extended to
development.
5.2 Projected Non-Residential Growth
Shakopee is known for its entertainment attractions and has attracted many large
commercial and industrial businesses. Valley Fair and Canterbury Park are major
attractions in the Twin Cities and greater Minnesota. Major industrial and business park
clients include companies such as Certainteed, Seagate Software, and ADC Telecom. In
addition, the residential growth has attracted many "big box" retailers such as Target,
Kohl's, Wal-Mart, Home Depot, and Lowe's.
Non-residential customers are located in the following land use areas: business park,
commercial, commercial entertainment, industrial, mixed use, and public use. Tracking
the exact amount of acres developed each year for the preceding land uses is impossible;
however, it is possible to track the number non-residential connections based on water
use records. Shakopee Public Utilities Commission (SPUC) groups the previously
discussed land use categories into two water use types, commercial and industrial. Since
it is not possible to relate land use categories to water use records, the previously listed
land use categories have been grouped together as non-residential for determining growth
rates.
It is difficult to project future non-residential growth, however there have been some
trends available for observation over the past few years. Table 5-3 illustrates the growth
in non-residential water connections over the past five years, and the percentage of non-
residential connections relative to residential connections for the Shakopee water system.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 9
TABLE 5-3
Non-Residential Historical Growth
Non- Non- Residential Percent
Year residential residential Residential annual non-
connections annual connections growth residential
~rowth connections
2001 622 6184 10.06%
2002 638 2.57% 7159 15.77% 8.91 %
2003 634 -0.63% 7244 1.19% 8.75%
2004 699 10.25% 7980 10.16% 8.76%
2005 727 4.01 % 8583 7.56% 8.47%
Average 8.99%
Table 5-3 shows a limited correlation between residential and non-residential growth
rates, but there is a strong correlation each year in the ratio of non-residential to
residential connections. The ratio has averaged 9% over the last five years and has
remained consistent.
Based on a ratio of non-residential to residential connections of 9%, Table 5-4 was
developed to project future non-residential connection growth in a similar fashion to
Table 5-2 projecting future population. Connections in Louisville and Jackson
Townships were not added because the current ratio within Shakopee appears to account
for an appropriate number of non-residential connections within the entire potential
service area. Therefore, it was assumed the ratio of non-residential to residential would
not change based on increased township populations.
TABLE 5-4
Non-Residential Growth Projections
Residential Non-
Year Population Connections Residential
Connections
2003 24,967 7,878 634
2010 39,500 15,000 1,350
2020 48,500 19,500 1,755
2030 52,000 31,500 2,835
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 10
Based on the employment projections by Transportation Area Zone (T AZ), employment
projections were separated in the various sewer shed districts. Table 5-5 shows the
employment projections in each sewer shed area.
TABLE 5-5
Employment Projections by Sewer District
Sanitary Sewer District Total Projected Jobs
2010 2015 2020 2025 2030 2050
Northwest Shakopee 3,379 3,379 3,379 3,379 3,379 3,379
(NWS)
North Shakopee (NS) 5,710 5,710 5,710 5,710 5,710 5,710
Northeast Shakopee (NES) 3,646 3,646 3,646 3,646 3,646 3,646
North Central Shakopee 1,000 1,000 1,000 1,000 1,000 1,000
(NCS)
West Shakopee (WS) 890 890 890 890 890 890
East Shakopee (ES) 1,795 1,795 8,154 8,154 8,154 8,154
Southeast Shakopee (SES) 0 0 0 0 0 0
South Shakopee (SS) 1,796 2,389 2,728 2,728 2,728 2,728
Central Shakopee (CS) 3,844 3,844 3,844 3,844 3,844 3,844
Jackson/Shakopee(JS) 612 612 612 612 612 1,845
South Louisville/Jackson 794 1,058 1,058 1,058 1,058 1,674
(SLJ)
West Louisville/Jackson 21,992
(WLJ)
West Jackson (WJ) 7,314
Southwest Louisville 0
(SWL)
Total 23,466 24,323 31,021 31,021 31,021 62,175
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 11
6.0 SANITARY SEWER DESIGN CRITERIA
6.1 Estimated Flow Generation Rates
6.1.1 General
To determine future sanitary flows existing water demand and MCES
recommendations were considered. MCES typically estimates 274
gpd/connection or 75 gallons per capita per day (gpcd) for residential estimates
and 800 gallons per acre per day (gpad) for non-residential developments.
Since wastewater flows are not measured for individual users, only at the MCES
flow meter for the entire city of Shakopee, wastewater flows are not categorized
by land use type. However, SPU does collect water demand data. Water demand
data by customer type for 2001-2005 is shown below. In addition, it is shown that
the average wastewater flow is 72% of the water demand. The difference
between water demand and wastewater flow is largely due to lawn watering.
TABLE 6-1
Water Demand by Customer Category
Customer Category 2001 2002 2003 2004 2005 Avg.
Residential (1,000 Gal) 733,466 698,124 891,809 967,524 1,076,463
Commercial (1,000 Gal) 341,272 405,416 474,185 472,333 456,977
Industrial (1,000 Gal) 226,602 154,664 165,298 167,480 133,499
Other (1,000 Gal) 22,123 17,003 19,138 23,176 30,464
Total (1,000 Gal) 1,323,463 1 ,275,207 1,550,430 1,630,513 1,697,403
WW Flow (1,000 Gal) 1,035,400 1,006,500 970,300 1,163,100 1 ,175,400
WW oA> of water 78.23OA> 78.93OA> 62.58OA> 71.33OA> 69.25OA> 72.07OA>
Water Demand (MGD) 3.63 3.49 4.25 4.47 4.65
WW Flow (MGD) 2.84 2.76 2.66 3.19 3.22
6. 1.2 Residential Flow Rates
To determine the residential flow generation rates in gallons per gross acre,
several factors were reviewed and several assumptions made. As discussed
previously, MCES typically uses 75 gpcd for estimating residential flow rates.
Based on 2003 population and service data, the residential wastewater flow per
person for Shakopee was very close to 75 gpcd.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 12
Based on the residential water use from Table 6-1 and assuming the average
wastewater flow of 72% Table 6-2 indicates historical residential wastewater flow
rates are lower than 75 gpcd, therefore it is a conservative planning tool. Since
the future density and location of residential developments will most likely
change from the proposed land use plan, development densities were assumed to
ensure local trunk sewers were designed adequately. The estimated future flows
were based on the projected population for each time period and a flow per person
of 75 gpcd.
Table 6-2
Historical Residential Wastewater Flow Rates
1 Estimated Residential 2Estimated Residential Residential
Year Residential Population Persons per Water Use Residential WW Flow per WW Flow
Connections Served Connection (gal/day) WW Flow Connection per Person
(gal/day) (gal/day) (gal/day)
2001 6184 20,725 3.35 2,009,496 1,446,837 234 69.81
2002 7159 22,830 3.19 1,912,668 1,377,121 192 60.32
2003 7244 23,857 3.29 2,443,312 1,759,185 243 73.74
2004 7980 27,309 3.42 2,650,751 1,908,540 239 69.89
2005 8583 29,143 3.40 2,949,213 2,123,433 247 72.86
Average 231.15 69.32
IEstimated population served from public water supply inventory, except 2003. 2003 population was based on MCES
estimates for each T AZ.
2Estimated residential wastewater flow equal to 72% of total water use, not actual data
6.1.3 Non-Residential Flow Rates
Non-residential wastewater generators consist of business park, commercial,
commercial entertainment, industrial, mixed use, and public/semi public land
uses. As discussed previously in 6.1.2, it is not possible to separate land use areas
based on water use records. Therefore, existing wastewater flows were developed
based on the location of the large volume water users and allocating the remaining
water demand flows to each non-residential acre. Water demand was used
because it can be separated by non-residential and residential use based on SPU
data.
Flow estimates were based on the 2003 service area because it was the last year
for which complete data was available. The total land use for non-residential uses
totaled 2,733 acres, of which the large volume users occupied approximately 959
acres. Table 6-3 indicates that typical large volume users contributed 924 gpad,
while the remaining users contributed an average of 233 gpad. When combined,
all non-residential users contributed approximately 475 gpad. Therefore, the
MCES estimate of 800 gpad is acceptable for sizing of trunk sanitary sewers.
It is possible a large user could develop within the system, so some laterals may
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 13
need to be increased in size at the time of construction. Laterals have not been
accounted for as a part of this plan.
Table 6-3
Large Volume Water Users
Total Large Remaining
Users Users
12003 Water Sold (gal/day) 4,247,754 1,329,000
Estimated WW Plows (gal/day) 3,058,383 956,880
Less Residential WW Plows (gal/day) 1,759,185 71,280
Non-Residential WW Plows (gal/day) 1,299,198 885,600 413,598
2Non-Residential Area Developed (acres) 2,733 958.5 1,775
Flow/Gross Acre (2al/acre/day) 475 924 233
IProm Comprehensive Water System Plan
2Estimated based on parcel size from County
Assessor
6.2 Peak Flow Factors
The sanitary sewer collection system must be capable of handling the anticipated peak
flows. These peak flows can be expressed as a variable ratio applied to average flow
rates. This variable ratio, called the peak flow factor, has been found to decrease as the
average flow increases. The peak flow factors applied in this study were based on typical
MCES supplied peaking factors. They are generally considered conservative, and are
widely used for planning in municipalities throughout the twin cities metropolitan area.
Appendix 1 lists the peaking factors used for this study.
Table 6-4 on the following page shows the existing estimate average day and peak hour
flows by Sanitary Sewer District.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 14
Table 6-4
Existing Estimated Wastewater Flows by Sewer District
Existing Existing Existing Existing
Sanitary Sewer District Avg. Day Peak Hour Avg. Day Peak Hour
Metered Metered Estimated Estimated
Flow (mgd) Flow (mgd) Flow (mgd) Flow (mgd)
Northwest Shakopee (NWS) 1.26 1.26 3.78
North Shakopee (NS) 0.70 2.31
Northeast Shakopee (N ES) 0.09 0.36
North Central Shakopee 0.15 0.59
(NCS)
WestShakopee(WS) 0.39 1.40
East Shakopee (ES) 6.81 0.24 0.89
1.96
Southeast Shakopee (SES) 0.04 0.16
South Shakopee (SS) 0.05 0.20
Central Shakopee (CS) 0.37 1.33
Jackson/Shakopee (JS) 0.15 0.59
South Louisville/Jackson 0.04 0.16
(SLJ)
West Louisville/Jackson 0 0 0.00 0.00
(WLJ)
West Jackson (WJ) 0 0 0.00 0.00
Southwest Louisville (SWL) 0 0 0.00 0.00
Total System 3.22 6.81 3.48
6.3 Infiltration/Inflow
6.3. 1 General
Infiltration is water that enters the sanitary sewer system by entering through
defects in the sewer pipes, joints, manholes, or service laterals. Water that enters
the sewer system from cross connections with storm sewer, sump pumps, roof
drains, or manhole covers is considered inflow.
The quantity of III entering a wastewater collection system can be estimated
utilizing wastewater pumping records, daily rainfall data, and water usage
characteristics. Water from inflow and infiltration can consume available
capacity in the wastewater collection system and increase the hydraulic load on
the treatment facility. In extreme cases, the added hydraulic load can cause
bypasses or overflows of raw wastewater. This extra hydraulic load also
necessitates larger capacity collection and treatment components, which results in
increased capital, operation and maintenance, and replacement costs. As sewer
systems age and deteriorate, III can become an increasing problem. Therefore, it
is imperative that III be reduced whenever it is cost effective to do so.
The MCES has established III goals for each community discharging wastewater
into the Metropolitan Disposal System (MDS). In February 2006, MCES adopted
an III Surcharge Program which requires communities within their service area to
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 15
eliminate excessive III over a period of time. All communities exceeding their
wastewater flow goal for the period of June 1,2004 through June 30, 2006 were
charged at the beginning of 2007. The surcharge is based on an Exceedance Rate
of $3S0,000 per mgd above the MCES goal for the highest single event during the
period.
6.3.2 III Analysis
Included in the City's System Statement for the 2030 Regional Development
Framework adopted by the Metropolitan Council in 2004 was the City's III goal.
In 2004, the allowable peak hourly flow was 8.28 mgd. In 2004, the peak hourly
flow was S .24 mgd, well below the III goal. Therefore, the City has not currently
been assessed a financial penalty by MCES.
The III goal was established based on the City's average daily flow of 3.18 mgd,
and an associated peaking factor of 2.6. Peaking factors are reduced as the
average wastewater flow increases. Although it is not certain, the future III goal
will most likely be equal to the future peak hourly flow included in section 7.
Also, a table of current MCES peaking factors has been included in Appendix 1.
6.3.3 Municipal III Reduction
The City is not currently on the MCES List of Communities with Observed
Excess III. One major III reduction project recently completed was the
replacement of the trunk main along the Minnesota River from the Rahr Malting
facility to MCES L16. This trunk main varies in size from IS-inches to 21-inches
in diameter.
The City performs maintenance on the sanitary disposal system on a consistent
basis. The City annually reconstructs several roads within the City. As a part of
street reconstruction projects sanitary sewers are replaced or lined if they are in
poor condition.
The City does prohibit the connection of sump pumps, rain leaders, and passive
drain tiles to the sanitary sewer system. All development plans are reviewed by
the City and construction is inspected to verify construction is in accordance with
plans.
The effects of the City's efforts to reduce III are seen in Table 6-S below. It
shows a gradual reduction the average daily flow rate to MCES lift station L 16.
This lift station collects wastewater from the older section of town where sewers
have deteriorated. As the City replaces these old sewers, the average flow and
peak hour flow have reduced.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 16
Table 6-5
MCES L16 Wastewater Flows
Average Daily Flow Peak Hour Flow
Year (gpd) (gpd)
2000 1,491,367 3,249,750
2001 (complete or NA) (Complete or NA)
2002 1,296,188 3,053,437
2003 1,134,783 2,463,143
2004 1,311,157 3,107,179
2005 1,257,641 2,985,826
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 17
7.0 FUTURE SANITARY SEWER SYSTEM
7.1 Sanitary Sewer Districts
The future sanitary sewer trunk system is based on dividing up the ultimate potential
service area in to major service areas or districts and then dividing those major service
districts into sub-districts. Generally the selection of these areas is governed by existing
topography and/or other existing features such as roadways. The ultimate potential
service area is broken up into fourteen (14) major sanitary sewer districts: Southwest
Louisville (SWL), West Louisville/Jackson (WLJ), West Jackson (WJ), South
Louisville/Jackson (SLJ), Jackson/Shakopee (JS), Central Shakopee (CS), South
Shakopee (SS), Southeast Shakopee (SES), East Shakopee (ES), North Shakopee (NS),
North Central Shakopee (NCS), Northeast Shakopee (NES), Northwest Shakopee
(NWS), and West Shakopee (WS). Figure 7-1 shows the major sanitary sewer districts.
Although each district was broken into sub-districts to verify all areas could be served,
sub-districts are not shown in Figure 7-1.
The following is a brief summary of the steps taken to develop the future trunk sanitary
sewer system based on the ultimate service area and projected sanitary sewer districts:
1. The ultimate potential service area for the City of Shakopee was determined
eliminating large areas not likely to be served in the future.
2. The service area was divided into sanitary sewer sub-districts based on gravity
sewer constraints and roadway boundaries. Sanitary sewers were designed by
connecting to existing trunk mains and with minimal crossing of US 169.
3. Sanitary sewer flows were generated for each sub-district based on the gross
developable acreage and the anticipated land use. The wastewater flow
generation rates for each land use is discussed in section 6 and were used to
project future wastewater flows.
4. The sanitary sewer system was developed using the existing City trunk sewers
which in turn flow to MCES interceptors as outlets in alternative 1. For
alternative 2, the sanitary sewer system was developed assuming a wastewater
treatment plant would be built in Louisville Township. MCES will coordinate
upsizing of their trunks based on Shakopee's projected wastewater flows. Future
trunks were laid out based on existing ground contours which govern how far the
gravity trunk sewers can feasibly be extended. All trunk sewers were designed to
be no deeper than 40 feet, and no shallower than 8 feet from the existing ground
surface.
5. Gravity sewer mains, lift stations, and force mains necessary to accommodate the
ultimate build out were then sized for peak sanitary sewer flows from those sub-
districts which are tributary to each particular trunk gravity sewer main or lift
station.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 18
7.2 Wastewater Flow Projections
Wastewater flow projections were generated for each sanitary sewer district and
corresponding sub-districts based on the gross developable acreage available, anticipated
land uses, development densities, and wastewater flow generation rates. Trunk sewer
design criteria were discussed in section 6 of this report and used to project the future
wastewater flows for the service area as shown below in Table 7-1. Appendix 8 includes
flow projections in five year increments for each district.
Table 7-1 shows existing average and peak hour metered sanitary sewer flow. Since
there is no way to measure existing flow from each district, flows were estimated based
on the existing developed acreage, land use, and other design criteria discussed in section
6.
The existing metered average day flow was approximately 0.26 mgd lower than the
estimated flow. This discrepancy can be explained for two reasons. First, there is
difficulty in estimating the "existing" wastewater flows, since it is a snapshot in time.
For instance, average flows are recorded over the course of a year, while estimated flows
are determined estimating the number of acres developed, their land use, and assuming
all developed acres are contributing their estimated unit flow. However, since Shakopee
has grown so quickly, it is possible that some units have been constructed, but not
occupied. Therefore, it appears they are developed and contributing flow, but are not.
Therefore, estimated future flow results higher flow within the district than is actually
occurrIng.
Further detail regarding flow generation for each district and subdistrict is included in
Appendix 3.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 19
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7.3 Future Trunk Sanitary Sewer System
There are two alternatives for future service. A wastewater treatment plant may be
constructed in Louisville Township; however, it is only a possibility at this time.
Therefore, flows from some sewer districts may be routed to the treatment plant. At this
time, the City does not have an orderly annexation agreement with Louisville Township,
so the Township is responsible for their planning. To be prudent in planning, the City
was required to plan for the possibility of a future Louisville Township wastewater
treatment plant.
Alternative 1, shown in Figure 7-2, plans for flows to be conveyed to the MCES
interceptor along US 169. Alternative 2, shown in Figure 7-3, conveys wastewater to a
future wastewater treatment plant located in the Southwest Louisville district. Districts
have not been changed, therefore, flow per each district has not been changed, but flows
have been routed to the wastewater treatment plant.
Throughout the following discussion references are made to trunk sewer main points,
such as 12.1 to 13.4. Please refer to Figures 7-4 and 7-5 for the locations of the referenced
trunk mains, and Appendices 4 and 5 for the associated estimated flow in each trunk
maIn.
7.3. 1 NorlhwestShakopee(N~S)
The Northwest Shakopee district is completely developed within the current
service area. The majority of development in this district was completed prior to
1990. Land use within this district is very diverse, including the downtown
business district, but the majority of development generating wastewater flows is
low-density residential.
Flows from this district are collected by several trunk mains ranging in size from
1 O-inch to 21-inches in diameter, ultimately collected at MCES lift station L 16.
MCES L 16 and associated force main ownership will be transferred to the City in
the near future. The transfer agreement has been included in Appendix 2. The lift
station pumps wastewater into a 36/42-inch MCES trunk main running along CR
101 to the Blue Lake wastewater treatment plant.
Increasing future flows in this area would require redevelopment. Redevelopment
is not anticipated within the planning time period. Therefore, existing flows are
equal to or greater than ultimate flows. The City's annual street reconstruction
program inspects and replaces sewers in this area, thus reducing III and flow in
the sewer. Based on the reduction in flow shown in Table 6-4, sewer replacement
is reducing sanitary sewer flows.
The existing and 2030 sanitary sewer flow is 1.26 mgd and 3.78 mgd for average
and existing peak hour flows respectively. The 2030 peak hour flows shown in
Table 7-1 include an assumed peaking factor that is higher than what is actually
occurring. This has been designed in this manner for conservative planning
purposes. MCES L 16 collects all flows from the district and isolates the district
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 21
from the remainder of the system, therefore, determining an estimated future flow
was not necessary.
Additional trunk sanitary sewer improvements will not be necessary for either of
the future system alternatives as shown in Figures 7-2 and 7-3. Appendices 4 and
5, corresponding to Figures 7-4 and 7-5, show where flows exit the district (J1) to
the MCES trunk sewer, located in the NS district. The force main from L 16
empties into the interceptor at this location.
7.3.2 North Shakopee (NS)
The North Shakopee district is mostly developed with the exception of a few
properties. The land use for the district is mostly industrial and commercial
entertainment including Valley Fair, Canterbury Park, Certainteed, Seagate, and
other large manufacturers. Other land uses within this district do include minimal
residential and commercial.
Wastewater in this district is collected by several trunk mains ranging in size from
1 O-inch to 30-inch, and ultimately by a 36/42-inch MCES trunk main running
along CR 101 to the Blue Lake wastewater treatment plant. Ownership of the
trunk main will be transferred to the City in the near future.
Since there are no lift stations or flow meters within this district it is not possible
to confirm the flow from this district. In addition, some properties are connected
directly to the MCES interceptor line, so all flows are not conveyed by the
existing City trunk mains. The existing sanitary sewer flows were estimated
based on the existing developed area and estimated flow generation rates
previously discussed. There are remaining undeveloped properties within the
district that are not shown on Figure 3-1 because they are within the existing City
service area. Therefore, 2030 average flows are projected to increase from 0.70 to
0.90 mgd as shown in Table 7-1.
Additional trunk sanitary sewer improvements will not be necessary for either of
the future system alternatives as shown in Figures 7-2 and 7-3. The properties
remaining for development are located near trunk facilities and remaining
capacity within the MCES interceptor is sufficient for 2030 peak hour flows.
Appendices 4 and 5, corresponding to Figures 7-4 and 7-5, show the connection
points (K1-K2) from the existing City trunk mains to the MCES trunk sewer,
located along CR 101.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 22
7.3.3 Northeast Shakopee (NES)
The Northeast Shakopee district is entirely within the City's current service area,
but only partially developed with a few commercial and industrial properties. The
land use for the district is entirely industrial and commercial, however much of
the land is undevelopable along the Minnesota River and US 169.
Sanitary sewer flows in this district from existing developed properties are
collected by existing MCES trunk mains and a 24-inch diameter main near the
Blue Lake Wastewater Treatment Plant. Similar to the majority of Shakopee,
there is no lift station within this district, so it is not possible measure existing
flows. Based on the acres of land and land use type of development, existing
wastewater flows are estimated to be 0.09 mgd and increase to 0.45 mgd by 2030.
Improvements to the sanitary sewer system will be required to provide service to
currently undeveloped properties. All of the existing developed properties are
located adjacent to MCES trunk facilities, but undeveloped acres are not. Future
service requirements include extension of 15-inch diameter trunk main along US
169 (L 1.1 to L 1.2), construction of a 200 gpm lift station near the intersection of
Stagecoach Road and CR 101 (L2.3), and a 4-inch force main along Cretex
Avenue to the existing 24-inch trunk main (L2.4). The existing ground elevations
along CR 101 eliminate the possibility of gravity service. The 2030
improvements required are the same for alternatives 1 and 2 and are shown in
both Figures 7-2 and 7-3. Appendices 4 and 5, corresponding to Figures 7-4 and
7-5, show the connection points to MCES trunk sewer (L1.2 and L2.4).
7.3.4 North Central Shakopee (NCS)
The area within the NCS district has been completely developed. Redevelopment
would be required to increase sanitary sewer flows from this district, and are not
expected within the study's planning period.
Existing land uses in the district are business park, industrial, and some
commercial entertainment. The district has been completed since 2000, and
sanitary sewers are not suspected to be subject to large III volumes.
Sanitary sewer flows in this district are collected by 10- inch and 12- inch diameter
trunk mains, which in turn flow to the ShakopeelChaska interceptor along US
169. The existing and 2030 flows from the district must be estimated since there
are no lift stations or flow meters within the district. These flows are estimated to
be 0.15 mgd average.
Additional trunk sanitary sewer improvements will not be necessary for either of
the future system alternatives as shown in Figures 7-2 and 7-3. Appendices 4 and
5, corresponding to Figures 7-4 and 7-5, show the connection point (M1) to the
MCES trunk sewer, located west of the Prior Lake interceptor along US 169.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 23
7.3.5 West Shakopee (WS)
The West Shakopee district is mostly developed with the exception of a few
properties. The majority of land use within this district is low and medium
density residential. The other land uses include commercial and public.
Sanitary sewer flows from this district are collected mostly by a trunk main that
flows from the west to the east and ranges in size from 10 to 21- inches in
diameter. There are branches of the trunk main collecting wastewater flows from
the subdistricts that are 10-inches in diameter.
The estimated existing sanitary sewer flow is 0.39 mgd, and 2030 flows are
estimated to be 0.53 mgd average. The existing sanitary sewer flows were
estimated based on the existing developed area and estimated flow generation
rates previously discussed. There are remaining undeveloped properties within
the district that are not shown on Figure 3-1 because they are within the existing
City service area. The increase in sanitary sewer flows does not require future
system improvements, only collection laterals will be extended to future
development. Future developers are responsible for the extension of these
serVIces.
Additional trunk sanitary sewer improvements will not be necessary for either of
the future system alternatives as shown in Figures 7-2 and 7-3. Appendices 4 and
5, corresponding to Figures 7-4 and 7-5, show the connection point (Nl) to the
MCES trunk sewer, located west of the intersection of US 169 and CR 83.
7.3.6 East Shakopee (ES)
The East Shakopee district is approximately half developed. Land uses include
low and medium residential which is mostly developed but not served, and
commercial and industrial properties. The majority of industrial properties are not
served, but the majority of commercial properties are served.
Existing sanitary sewer flows from this district are estimated to be 0.24 mgd and
are collected by a trunk main extending from near the intersection of County
Road 18 and Eagle Creek Boulevard northwest along County Road 18 and
Southbridge Parkway to the existing MCES Prior Lake Interceptor. The trunk
main ranges in size from 10 to 21-inches in diameter. Also, there is a 12 to 15-
inch trunk main stub that flows into the CR 18 interceptor extended from the
intersection of Southbridge Parkway and Old Carriage Road east along Old
Carriage Rd to the east side of the intersection of CR 18 and Old Carriage Road.
There is a lift station along the Old Carriage Road that pumps 1,000 gpm. All
sanitary sewer flows from this district connect to the MCES Prior Lake
interceptor.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 24
Future 2030 sanitary sewer flows are projected to increase to 0.58 mgd and the
improvements required to serve the additional flow would be the same regardless
of a Louisville Township wastewater treatment plant being constructed. The
additional improvements required include an existing 12-inch trunk main
extension, a 700 gpm lift station, 8-inch force main, and a new 8 to 1 O-inch trunk
main. All future improvements are shown in Figures 7-2 and 7-3.
The existing trunk mains are adequate in size to provide service to future
development, as well as the existing lift station. Some trunk mains would have
flows greater than 75% capacity based on the assumed existing flow entry points
and estimated future flows. The 12-inch diameter section (12.1.2 to 12.2), of the
existing trunk main from the intersection of Old Carriage Road and CR 18
southwest along Old Carriage Road to the intersection of Old Carriage Road and
Southbridge Parkway (12.1.2 to 1.3.4), would be at 91 % capacity assuming it
currently conveys flow from 20 acres of existing non-residential development and
all future flows from 11 and 12 subdistricts. Also, the 18- inch trunk main
extending along Southbridge Parkway from the intersection Southbridge Parkway
and Old Carriage Road to the MCES Prior Lake Interceptor (13.4 to Prior Lake
Interceptor) would be at 86% capacity assuming all existing and future flows have
entered the main prior to the main increasing in size to 21-inches in diameter near
the intersection of Southbridge Parkway and Hartley Boulevard.
The extension of the existing 12-inch trunk would be from near the intersection of
Old Carriage Road and CR 18 east along Hansen A venue to the intersection of
Hansen Avenue and Stagecoach Road (12.1 to 12.1.2). Upon full development
this trunk main would be flowing at 95% capacity. Typically new trunk mains are
sized for 75% capacity, however in this situation, the existing down stream trunk
main would be 12-inches in diameter and minimum pipe grades were assumed. If
the grade of the trunk main were increased to 0.36% minimum, the new main
would meet the 75% capacity requirement.
A lift station would be required near the border with Savage to serve the industrial
properties along the eastern border based on the existing ground contours. This
lift station would be approximately 700 gpm and pump through an 8-inch force
main to the proposed 12-inch trunk main extension (12.3 to 12.1). A trunk main
extending south from the lift station (12.3) to subdistrict 11 (11.1) would be
required to collect flows from subdistricts 11 and 12. The trunk mains required to
collect flows from future development would be 8 to 10-inches in diameter as
shown in Figures 7-2 and 7-3.
7.3.7 Southeast Shakopee (SES)
The Southeast Shakopee district has only been partially developed. Existing
sanitary sewer flows are estimated to be 0.04 mgd and 2030 projected average
flows are 0.49 mgd. Existing sanitary sewer flows are collected by the MCES
Prior Lake Interceptor that flows from the south to the north through this district.
Some trunk mains have been extended from the Prior Lake interceptor, however
the areas served are not currently contributing flow.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 25
The only existing land use types are low density residential and open space. The
future land use types will also be exclusively low density residential and open
space.
The existing trunk main stubs from the Prior Lake Interceptor are adequate to
provide service to future development. One existing trunk main is a IS-inch
diameter main running west along "future" Crossings Boulevard from the existing
west end of Crossings Boulevard (H4.1) through the proposed Ridge Creek
development to the Prior Lake Interceptor just north of the intersection of CR 16
and Pike Lake Road (H5.2). The other existing trunk main is an 8-inch PVC stub
from the intersection of "Street A" and Pike Lake Road approximately 300 feet
west along "Street A" to the dead end (H8.2).
Additional trunk mains would need to be extended from the Prior Lake
Interceptor to provide service to properties located in subdistricts H7, H8, and H9.
These trunk mains would be 8-inches in diameter and would be served by gravity
mains. Also, the IS-inch Crossings Boulevard trunk would need to be extended
to the southeast to collect wastewater generated in the remaining subdistricts. The
trunk mains required for future service are shown the same in Figures 7-2 and 7-3.
A future Louisville Township wastewater treatment plant would not affect how
future development within this district is served.
7.3.8 50uth 5hakopee (55)
Only a fraction of the South Shakopee district has been developed. Existing
sanitary sewer flows are estimated to be 0.05 mgd and 2030 projected average
flows are 1.06 mgd. The maj ority of this development will be low density
residential, however some business park and commercial will be developed in the
future. The existing land use types include medium and low density residential.
The existing trunk mains include a 18/24-inch diameter trunk main running north
along Canterbury Road from the intersection of Canterbury Road and Valley
View Road to the intersection of Canterbury Road and US 169, where it ties into
the Shakopee/Chaska Interceptor at an 18-inch stub. There is another 12-inch
trunk main collecting existing flows from the existing development subdistrict
GIS.
Development of a future wastewater treatment plant in Louisville Township will
affect future sanitary sewer service to the subdistricts with the exception of G 15.
The differences are shown in alternative 1 (Appendix 4, Figure 7-2) and
alternative 2 (Appendix 5, Figure 7-3). Also, future land acquisition by SMSC
may cut the district in half, north and south, therefore, an alternative 3 (Appendix
6, Figure 7-6) was developed. Description of the service alternatives describe
mains based on the points noted on Figures 7-2,7-3, and 7-6 since there are
limited roads in the southern subdistricts.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 26
The existing 12-inch trunk main (G 15.1 to G 15.2) serving subdistrict G 15 is
adequate for existing and future flows, and will not be influenced by whether or
not a future wastewater treatment plant is constructed in Louisville Township.
Alternative 1 includes development of a 15 to 18-inch diameter trunk main (G 1.1
to G3.1) for service to subdistricts G 1, G2, and G3. The trunk main would flow
into 1,000-gpm lift station (G3.1) where wastewater would be pumped through a
10-inch force main to an 18-inch trunk main (G3.1.1). To collect flows for
subdistricts G4 through G9, the trunk main would then flow and increase to an
18-inch main (G3.1.1) to the existing 18-inch trunk main at the intersection of
Canterbury Road and Valley View Road (G9.1). The existing 18-inch trunk main
at Canterbury Road and Valley View Road (G9.1) has capacity to serve the future
development as planned, but is close to 100% full even though the existing trunk
was installed at a slope greater than minimum grade. It was assumed that the
future trunk main between G6.1 and G9.1 would be 18-inches in diameter to
match existing and the slope increased greater than minimum grade. The City has
indicated that future construction will maintain the recommended grade. The
grade of each section of trunk main is listed in the appendix so the trunk will flow
at 75% capacity. However, the 18-inch connection underneath US 169 may need
to have a relief sewer constructed as well. As-builts were not available; therefore,
it was assumed the main was laid at minimum grade. Based on the assumed
minimum grade, once 0.712 mgd average flow (equivalent to 1,500 acres low
density residential or development through subdistrict G7) is generated in the SS
district, a relief connection will be necessary.
For alternative 2, flows from subdistricts G 1 through G4 would flow west from
G 3.1 to G 1.1 and west to the SLJ district via an 18- inch trunk main, ultimately to
the future Louisville Township wastewater treatment plant. The remaining
subdistricts would flow north G 3.2 to the existing 18- inch trunk sewer at
Canterbury Road and Valley View Road (G9.1). In this alternative the existing
18-inch trunk main (G9.1 to G 10.2) would have adequate capacity to convey
future flows. However, the 18-inch connection underneath US 169 would exceed
capacity and require a relief sewer if constructed at minimum grade. The
development constraints for installing a relief sewer would be identical for those
in alternative 1.
Alternative 3 was developed in the event that SMSC continues land acquisition
west and would not allow a sanitary sewer to flow through their boundaries. It
would be possible to pump wastewater to the SLJ district, but it would be more
cost effective for wastewater to flow to Prior Lake, which would be a shorter
distance. The flow distribution would be similar to that of alternative 2, but a
greater amount will flow south to the City of Prior Lake. Thus, all existing trunk
sewers in the district would have adequate capacity to serve the northern
subdistricts. To serve the southern districts, two lift stations (750 gpm and 1,600
gpm), trunk mains ranging in size from 10 to 18-inches diameter, and an
additional 1,500 foot extension of 12-inch PVC force main into the City of Prior
Lake would be required as shown in Figure 7-6. At this time, the City of Prior
Lake has not approved a future connection to their system. The Prior Lake
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 27
interceptor was not designed with reserve capacity to serve portions of Shakopee
through Prior Lake. Additional capacity analysis of the Prior Lake interceptor
would be required as well as a j oint meeting between the City of Shakopee, the
City of Prior Lake, and MCES to determine if this alternative is possible.
7.3.9 Central Shakopee (CS)
More than half of this district has been developed, and existing land uses include
commercial, medium density residential, and low density residential. These land
uses are estimated to currently generate 0.37 mgd of sanitary sewer flow.
Existing sanitary sewer flows are collected by three different trunk mains, shown
in Figure 3-2. The west trunk main is 10-inches in diameter and extends north
from the intersection of St. Francis A venue and Marschall Road (F 1.1) to the
intersection of US 169 and Marschall Road (F 1.2) where it connects to the
Chaska/Shakopee Interceptor. The central trunk main extends north from the
intersection of Pheasant Run Street and Valley View Road (F2.1) north to Delany
Lane where the east trunk flows into it (F3.1), then north to the Shakopee/Chaska
Interceptor (F3.2). The central trunk main begins as a 12-inch main and increases
to IS-inch where it connects to a 12-inch spur prior to the connection with the east
trunk. The east trunk is a 12-inch trunk main that flows north along Independence
A venue from the intersection of Independence A venue and Valley View Road
(F4.1) then west along King Avenue to Delany Lane where it flows into the
central trunk (F3.1).
Future sanitary sewer flows are projected to increase to 0.55 mgd and the
improvements required to serve the additional flow would be the same regardless
of a Louisville Township wastewater treatment plant being constructed. The only
additional improvements required are the extensions of the existing trunk mains.
All future improvements are shown in Figures 7-2 and 7-3.
The existing trunk mains are adequate in size to provide service to future
development. The central trunk main flows are expected to exceed 75% capacity
based on the assumed existing flow entry points and estimated future flows. Both
the 12-inch diameter section (F2.1 to F3.1) and the IS-inch diameter section (F3.1
to F3.2) are estimated to flow at 82% and 89% capacity respectively. The central
trunk would convey flows from subdistrict F2-F, which is the future development
south of existing. The west trunk has adequate capacity to serve both existing
development in subdistrict F 1 and future development to the south in subdistrict
FI-F. Subdistrict FI-F is approximately 50 acres in size, and would push the flow
of the western trunk to 72% of capacity. Neither of the existing trunk mains need
to be extended to open up an area for development. However, as development
occurs, the trunk mains will be extended throughout the development.
7.3.10 Jackson/Shakopee (JS)
The Jackson/Shakopee district is somewhat developed with medium density
residential, low density residential, and public (high school) land uses. The
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 28
southern portion of the district is developed, but unsewered. Future land use will
be low density residential.
Existing sanitary sewer flows are collected by two trunk mains, a western 12-inch
diameter main and an eastern lS/18-inch trunk main. Existing development
generates O.lS mgd of existing average day flow that is conveyed to the
Shakopee/Chaska interceptor through the two trunk mains mains. The western
12-inch trunk main extends northeast from the high school (E6.1) to the
intersection of Townline Avenue and US 169 (E6.2) where it connects to the
Shakopee/Chaska interceptor. The eastern trunk main extends north through
development from CR 78 (ES.1) to US 169 (ES.2).
Future sanitary sewer flows are projected to increase to 0.S6 mgd by 2030 and
0.64 mgd for the ultimate service area. The improvements required to serve the
additional flow would be the same regardless of a Louisville Township
wastewater treatment plant being constructed. The only additional improvements
required are the extensions of the existing trunk mains. All future improvements
are shown in Figures 7-2 and 7-3.
To provide service to future development, both trunk mains would have to be
extended south. Both trunk mains are adequate to provide service to future
development. The western trunk would be extended from the high school (E6.1)
to the east along North Shannon Drive to Townline Drive, then south along
Townline Drive to the intersection of Townline Avenue and CR78 (E2.1) as a
8./12-inch diameter trunk main. It would collect flows from subdistricts E2, ES,
E6, and existing development. The existing ground elevations do not allow
subdistricts E2, ES, and E6 to flow east to the eastern trunk main. The eastern
trunk main would be extended west along CR 78 from the current IS-inch stub
(ES.1) to the intersection of CR 78 and Barrington Drive (E4.1), then southwest
through points E3.1 and E1.1. The trunk main would be extended as 10/12-inches
in diameter and collect wastewater generated in subdistricts E1, E3, and E4.
7.3. 11 South Louisville/Jackson (SLJ)
The South Louisville/Jackson has a few developed properties near US 169. The
existing average day flow is estimated to be 0.04 mgd, and the land use is
exclusively low density residential. Developable land uses include commercial,
medium density residential, and high density residential. There are some
currently developed low density residential areas around Lake O'Dowd that are
not sewered.
Existing wastewater flows are collected by a 24-inch trunk main that extends
south from the Shakopee/Chaska interceptor along US 169 (D6.1) through the
Countryside development along Friesian Street, Jutland A venue, and ending at
Lusitano Street (DS.1.1).
Development of a future wastewater treatment plant in Louisville Township will
affect future sanitary sewer service to the subdistricts. The differences are shown
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 29
in alternative 1 (Appendix 4, Figure 7-2) and alternative 2 (Appendix S, Figure 7-
3). Description of the service alternatives describe mains based on the points
noted on Figures 7-2 and 7-3 since there are limited roads in the southern
subdistricts.
For alternative 1, Figure 7-2, wastewater would flow north from Marystown
(D 1.1) to the Shakopee/Chaska interceptor (D6.1). This main would begin in
Marystown (D1.1) as a IS-inch main and gradually increase to 24-inches as it
flows north near Marystown Road prior to its connection with the existing 24-inch
trunk main at Lusitano Street (DS.1.1). The existing 24-inch trunk main (DS.1.1
to D6.1) has adequate capacity to provide service for future flows. However,
future trunk mains will have to be constructed at greater than minimum grade to
maintain less than 7S% capacity between D4.1.1 and DS.1.1. Existing ground
contours are favorable to maintain grade between DS.1 and DS .1.1. If minimum
grade is required between D4.1.1 and DS.1, future capacity would be 81 % which
is acceptable.
Also necessary for alternative 1 would be a 42-inch trunk main near the district
border along US 169 (C3.3) flowing east to the Shakopee/Chaska interceptor
(D6.2). This trunk main would carry flows from SWL, WLJ, and WJ districts to
the Shakopee/Chaska interceptor.
If a wastewater treatment plant is developed in Louisville Township, service to
future properties would be as shown in Figure 7-3. The Jackson/Louisville
Township boundaries would split the district. Area within Louisville Township
would flow from north (D3.1) to south (D1.1) through a 10 to 21-inch diameter
main to a 2,300 gpm lift station near the southern Louisville Township boundary.
The lift station would pump wastewater west to the future wastewater treatment
plant through IS-inch force main. The area within Jackson Township would flow
north from Jackson/Louisville border (D3.1) via a IS-inch main that increases to a
24-inch trunk prior to connection with the existing 24-inch trunk main (DS.1.1).
The existing 24-inch trunk main would have adequate capacity to serve the future
flows in alternative 2.
7.3.12 West Jackson (WJ)
There are no existing developed properties in this district. Future land use is
exclusively low density residential. Future land development is projected to
increase wastewater flows to 0.82 mgd for average day flows. Future service to
the district is dependent upon the development of a Louisville Township
wastewater treatment plant.
Figure 7-2 shows service to the district in the absence of a Louisville Township
wastewater treatment plant. Wastewater would flow from the south (C1.1), north
along US 169 to the Shakopee/Chaska interceptor (C3.3). The trunk would
initially be 12-inches in diameter in subdistrict C1, but increase to a 24-inch trunk
in district C3.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 30
Construction of a wastewater treatment plant in Louisville Township would
change service as shown in Figure 7-3. Subdistricts C1 and C2 would flow west
to a trunk mains located in the SWL and WLJ districts via 12 (C1.1 to A5.1) and
15-inch (C2.1 to B1.1) trunk mains. Subdistrict C3 would convey wastewater
flows north via a 15-inch trunk main along US 169 and connect to the WLJ
district (C3.2 to B4.1). Existing ground elevations dictated that flows from C3
flow north. All sanitary sewer flows would ultimately be conveyed to the
Louisville Township wastewater treatment plant.
7.3.13 West Louisville/Jackson (WLJ)
The West Louisville/Jackson has a few developed properties near US 169, but are
served either by septic tank or flow north to districts WS and NWS. Therefore,
there is no existing flow within the district. Existing land uses are commercial
and medium density residential. Developable land uses include commercial,
industrial, and low density residential. Ultimate sanitary sewer flows are
proj ected to be 1.16 mgd.
2030 service to the district is shown in Figures 7-2 and 7-3. Figure 7-2 shows
future service without a Louisville Township wastewater treatment plant.
Wastewater would flow to a 5,400 gpm lift station (B2.1) centrally located within
the district, from three trunk mains (south, north, and east). The southern trunk
main would convey flows from the SWL district, beginning at the SWL district
border (A8.1), north parallel to US 19 to the lift station (B2.1) in 33 to 36-inch
trunk main. The northern (B3.1 to B2.1) and eastern (B4.1 to B2.1) trunk mains,
each 15-inches in diameter, would convey wastewater to the lift station (B2.1).
The lift station would pump flows to the 42-inch SLJ trunk main (C3.3).
Figure 7-3 shows the effect on service if a wastewater treatment plant is
constructed in Louisville Township. A 21 to 33-inch trunk main would be
extended from subdistrict B4 (B4.1) conveying wastewater from subdistricts B4
and C3 southwest, parallel to US 169, to the southern WLJ border (A8.1).
Wastewater from subdistrict B3 would require a 600 gpm lift station because of
its low-lying topography to pump flows to the US 169 trunk main. The lift station
would pump wastewater through a 6-inch force main to the US 169 trunk main at
B2.1. Also, wastewater flows from subdistrict C2 would be connect to the US
169 trunk at B 1.1 as discussed in the WJ district section.
7.3.14 Southwest Louisville (SWL)
The Southwest Louisville district has no existing developed properties, and thus
no existing sanitary sewer flows. Future land use is exclusively low density
residential and is expected to generate approximately 1.80 mgd average day
flows.
Future service alternatives for the district are dependent upon the development of
a Louisville Township wastewater treatment plant are shown in Figures 7-2 and 7-
3.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 31
For alternative 1 (no Louisville Township wastewater treatment plant),
wastewater would be collected from the subdistricts through a network of trunk
mains ranging in size from 10 to 24-inches in diameter and ultimately flow to a
3,600 gpm lift station (A4.3). The 3,600 gpm lift station would be the central
collection point for the district. Subdistrict A6, in the southwest portion of the
district, would require an SOO gpm lift station (A6.1) to collect and pump
wastewater through a S-inch force main to the 3,600 gpm lift station. The 3,600
gpm lift station would pump sanitary sewer flows through an IS-inch diameter
force main to the West Louisville/Jackson district, where it would eventually
connect to the MCES trunk system at point D6.1, as shown in Figure 7-4.
If a Louisville Township wastewater treatment plant were constructed (alternative
2), the service area would not change and wastewater would flow to the same
central collection point as in alternative 1 (A4.3). However, this collection point
would be a wastewater treatment plant, as opposed to a lift station. The network
of trunk mains and SOO gpm lift (A6.1) station would collect sanitary sewer flows
from each of the same subdistricts as alternative 1 with the exception of the north
(AS.1 to A4.3) and east (A1.1.1 to A4.3) trunk mains.
The north trunk main would carry wastewater from the West Louisville/Jackson
district and WJ subdistrict C3 south to the WWTP in a 33 to 36-inch trunk main.
The east trunk main would connect to the IS-inch force main from district SLJ at
A 1.1.1 and would convey sanitary flows from South Shakopee subdistricts D 1
through D3, and South Louisville/Jackson subdistricts G 1 through G4 ultimately
flow to the wastewater treatment plant (A4.3) through a 27 to 33-inch trunk main.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 32
8.0 CAPITAL IMPROVEMENT PROGRAM
8.1 Future System Improvement Costs
The projected sanitary sewer trunk system was broken down into improvements based on
flow districts. The overall cost associated with trunk system components is estimated to
be approximately $23,900,000 in today's dollars for alternative 1 and $23,700,000 for
alternative 2. Table 8-1 summarizes the trunk improvement costs necessary for each
district. Detailed cost estimates for each district are available in Appendix 7.
Improvement costs include a 10% construction contingency and 20% overhead (i.e. legal,
engineering, and administrative). Street and easement costs and other miscellaneous
costs that may be related to final construction are not included.
Table 8-1
2030 Capital Improvement Plan Summary by District
District Alt. 1 Cost Alt. 2 Cost Alt. 3 Cost
NWS $0 $0
NS $0 $0
WS $0 $0
NCS $0 $0
NES $976,818 $976,818
ES $1,311,103 $1,311,103
SES $2,168,467 $2,168,467
SS $3,356,078 $2,375,044 $3,408,830
CS $157,442 $157,442
JS $830,049 $830,049
SLJ $3,907,898 $4,455,192
WJ $3,063,880 $1,323,537
WLJ $5,123,870 $3,847,287
SWL $4,794,290 $6,941,669
Total $25,689,895 $24,386,608
8.2 CIP Policy
The timing of future trunk sanitary sewer improvements will be influenced by several
parameters including development pressures in specific areas, failing on-site septic
systems, regulatory requirements, availability of funds, etc. As a result it is difficult to
accurately predict the timing of future improvements especially those which may occur
far into the future. Therefore the Capital Improvement Program is intended to serve as a
guide only for future fiscal planning and should be reviewed on a regular basis as more
current planning and cost data become available.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 33
9.0 RECOMMENDATIONS
Based on the results and analysis of this study, it is recommended that the City of Shakopee and
City Council where applicable:
1. Adopt this report as the Comprehensive Sanitary Sewer Plan for the City of
Shakopee.
2. Review and update the CIP for trunk sanitary sewer facilities every five years to
reflect sewer improvement projects necessary for the next five year period.
3. Proceed with future sanitary sewer improvements in accordance with alternative 1.
Future treatment facilities in Louisville Township are speculative, and the City does
not have planning authority for Louisville Township.
4. Continue to reduce III from the existing collection system and that provisions be
maintained for controlling III into the sanitary sewer system for new construction.
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 34
FIGURES
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 35
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APPENDIX 1
MCES Hourly Peaking Factors
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 36
MCES Hourly Peaking Factor
Appendix 1
Average Flow Range (mgd) MCES Peaking Factor
o - 0.11 4.0
0.12 - 0.18 3.9
0.19 - 0.23 3.8
0.24 - 0.29 3.7
0.30 - 0.39 3.6
0.40 - 0.49 3.5
0.50 - 0.64 3.4
0.65 - 0.79 3.3
0.80 - 0.99 3.2
1.00 - 1.19 3.1
1.20 - 1.49 3.0
1.50 - 1.89 2.9
1.90 - 2.29 2.8
2.30 - 2.89 2.7
2.90 - 3.49 2.6
3.50-4.19 2.5
4.20 - 5.09 2.4
5.10-6.39 2.3
6.40 - 7.99 2.2
8.00 - 10.39 2.1
10.40 - 13.49 2.0
13.50 - 17.99 1.9
18.00 - 29.99 1.8
Over 30.00 1.7
APPENDIX 2
MCES L 16 Ownership Transfer Agreement
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 37
SHAKOPEE INTERCEPTOR AND LIFT STATION TRANSFER AGREEMENT
THIS TRANSFER AGREEMENT ("Agreement"), effective on the date of execution by both
of the parties, is made and entered into by the CITY OF SHAKOPEE, a municipal corporation
("Shakopee") and the METROPOLIT AN COUNCIL, a public corporation and political
subdivision of the State of Minnesota ("Met Council"), collectively referred to as the "Parties").
BACKGROUND RECITALS
1. Pursuant to Minnesota Statutes 9473.146 the Met Council has adopted a comprehensive
plan for the collection; treatment and disposal of sewage in the Minneapolis-St. Paul
metropolitan area.
2. To implement its comprehensive plan for the collection, treatment and disposal of sewage,
Met Council owns and operates the wastewater treatment and collection facilities including the
sanitary sewer interceptor systems for the Minneapolis-St. Paul, Minnesota region hereinafter
referred to in this Agreement as the "Metropolitan Disposal System".
3. As part of the Metropolitan Disposal System, Met Council owns and operates interceptor
sewers and related ancillary facilities which for the purposes of this Agreement is identified as
the Interceptor MSB 7024 from Lift Station Ll6 including Meter 40lon Bluff Ave E; MSB7023
from MH22 and. 22A. along 2nd Avenue E, to and including a section ofMSB 6904 at junction -
Box JB 4 and Siphon Outlet S2 (referred to in this Agreement as "Shakopee Interceptor),.the" ~
location of which is shown on Exhibit A attached hereto and made a part of this Agreement.
-
4. On February 9, 2005, Met Council, in accordance with Minnesota Statutes 9 473.511, subd.
2, determined that the Shakopee Interceptor is no longer necessary for Met Council's
Comprehensive Plan for the collection, treatment and disposal of sewage in the metropolitan
area. Met Council notified Shakopee in writing of this determination on February 10, 2005. On
February 9, 2005, in accordance with Minnesota Statutes 9 473.5111, subd. 3, Met Council
further determined that the Shakopee Interceptor continues to be of benefit to the Shakopee
sanitary sewer system. Met Council notified Shakopee in writing of this determination on
February 10, 2005.
5. Further, on February 9, 2005, Met Council, in accordance with Minnesota Statutes ~
473.5111, subd. 3 declared the Shakopee Interceptor to be in good operating condition as that
term is defined by Minnesota Statutes 9 473.5111. Met Council as part of this agreement will
perform repairs specifically listed in Exhibit B attached, and the Shakopee will perform
replacement specifically listed in Exhibit C attached and hereto made part of , and
Upon completion of the repairs and replacement listed in subparagraph 5 above, pursuant to
Minnesota Statutes 9 473.5111(7)(b), Met Council will transfer to Shakopee, the Shakopee
Interceptor and Lift Station L16 in accordance with the terms and conditions of this
Agreement.
-- 1 --
6. Shakopee recognizes and agrees with the determinations made by Met Council as stated
above jn the Recitals.
7. Further, Met Council has determined that it is in its best interest for Shakopee to act as Met
Council's agent to select, purchase and install a replacement communications system, at Met
Council's expense, for Met Council's Lift Station L16 to convey Lift Station L-16 to Shakopee.
8. The Parties have now reached agreement on the topics and issues related to the transfer of
the Shakopee Interceptor and Lift Station L16 and hereby set forth their agreement pursuant to
their power and authority under Minnesota Statutes 9 473.501, et. Seq., ~ 473.5111, 9 473.59,
and other applicable statutes.
Shakopee is authorized to enter into this Agreement pursuant to dated
. The Council is authorized to enter into this Agreement pursuant to
Council Action dated September 13, 2006.
Further, the parties specifically acknowledge and agree that it is their intent by this
Agreement that Met Council, upon completion of the repair and replacement items specifically
listed in this Agreement, will transfer to Shakopee and Shakopee will accept ownership and all
responsibility. and liability for -maintenance and operation of the Shakopee Interceptor and Lift
Station-16. . .,
!
. : . NO'W, .'THEREFORE, for mutual consideration, the sufficiency of which has been agreed to by
. the Parties, Shakopee and Met Council agree as follows:
- I.
Purpose of Agreement
1. The purpose of this Agreement is to set forth the terms and conditions with respect to the
transfer of the Shakopee Interceptor from Met Council to Shakopee. For purposes of this
Agreement, the Shakopee Interceptor is the interceptor shown on Exhibit A attached hereto and
made a part hereof. The Shakopee Interceptor begins at MH 3 and Junction Box JB 4 (6904) in
Shakopee and ends at MH401 and Lift Station L-16 in Shakopee.
2. The Parties agree that the purpose of this Agreement is to serve as the agreement
governing transfer pursuant to Minnesota Statutes S 473.5111, subd. 7(b).
Met Council will transfer the Shakopee Interceptor and Lift Station 16 in accordance with
the terms of this Agreement.
3. Shakopee agrees that the Shakopee Interceptor and Lift Station 16 is beneficial to Shakopee
as a local Shakopee sanitary sewer system and Shakopee will accept the transfer of the Shakopee
Interceptor and Lift Station 16 in accordance with the terms of this Agreement.
4. Met Council has determined and Shakopee agrees that the Shakopee Interceptor and Lift
Station L16 is in good operating condition as that term is defmed in Minnesota Statutes 9
473.5111, subd. 1 (a) "Good Operating Condition"). As part of the reconveyance and as terms to
-- 2 --
. this agreement Shakopee will accept the Shakopee Interceptor and Lift Station L16 subject to
certain repairs. and replacement t,o be performed at Met Council's expense. The repairs to be
performed by Met Council are specified in Exhibit B attached hereto and made a part hereof
("Repairs"). Shakopee, as Met Council's agent, will perform replacement as specified in Exhibit
C attached hereto and made a part hereof ("Replacement").
Shakopee hereby waives any right provided by Minnesota Statutes 9 473.5111 or any other
applicable statute to contest or request a hearing on Met Council's determination that the
Shakopee Interceptor and Lift Station L16 is in Good Operating Condition subject to the Repairs
to be performed by Met Council, and the Replacement to be performed by Shakopee.
II.
Communications Replacement Provisions of Met Council Lift Station L-16
1. For purposes of this Agreement, the Met Council Lift Station L-16 replacement project that
is the subject of this Agreement is identified as Lift Station L-16 Communications Replacement
and consists of facility Lift Station L-16 details of which are shown on Exhibit C (description of
facility) attached hereto and made a part hereof. For purposes of this Agreement, the Met
Council Lift Station L-16 Proj ect is referred to as "Lift Station L-16 Proj ect" .
2. Met Council in connection with the communications system replacement of the Lift
Station L-16 Project does hereby appoint Shakopee as its agent to select, purchase an.d install a
communications system suitable to the needs of Shakopee~
3. Shakopee will prepare and submit to Met Council for Met COllncil's review and approval
- the specifications and proposed replacement costs pertaining to the Lift Station L-16 Project.
Evidence of Met Council's written approval or consent pursuant to this Paragraph II will be
a letter to Shakopee from the Project Manager of Met Council's Environmental Services
Division ("MCES"). Met Council shall not unreasonablv withhold anoroval
4. Shakopee will administer the contract and inspect the installation of the contract work.
Shakopee will provide to Met Council final cost documents. Final Cost Documents will be
submitted to the Project Manager of Met Council's Environmental Services Division
("MCES").
Bill Moeller, Assistant General Manager
Metropolitan Council Enviromnental Services
Regional Maintenance Facility
3565 Kennebec Drive
Eagan, MN 55122
5. Met Council shall reimburse Shakopee for the purchase and installation of the
communications system ofL-16 ~ift Station Project as provided in this Agreement in the
approximate amount of Five Thousand Six Hundred/I 00 pollars, plus any required installation
-- 3 --
costs. Payments to the contractor for work performed on the L-16 Lift Station Project will be
made by Shakopee and Met COllllcil will reimburse Shakopee'in accordance with the terms of
this Agreement.
6. Met Council has agreed to provide Shakopee 80 hours of training on the operation and
maintenance of L-16 Lift Station, to be accomplished by the end of ~2007 at no exnense to
Shakonee.
IV.
General Conditions
1. Met Council and Shakopee agree that Met Council may not have property rights in its own
name for the Shakopee Interceptor or portions thereof and that Met Council shall have no
obligation to obtain any property right or rights, easements, or right of way for the Shakopee
Interceptor or any portion thereof. However, Met Council agrees to reasonably cooperate in any
transfer of property rights it does have.
2. Nothing in this Agreement shall be construed to modify or limit any statutory authority or
legal obligations or responsibilities of Met Council. Specifically, and without limitation, nothing
in this ~greement shall be deemed t<? modify or limit Met Council's review authority over
Shakopee"s plans under Minnesota Statutes 9g l03D.401, 103D.405, or 473.165, or other
applicable law.
v.
- Transfer of the Shakopee Interceptor and Lift Station L16
1. Met Council wi-llshall, at its own expense, perform the Repairs for Shakopee interceptor
specifically listed in Exhibit B attached hereto and made a part hereof. The work may be
periodically inspected by Shakopee's project manager in accordance with an inspection schedule
arranged by the project managers of Met Council and Shakopee but Shakopee will have no
responsibility for supervision of the work.
2. Met Council and Shakopee agree that Shakopee will, at Met Council's expense perform the
Purchase and Replacement of a communications system for the Shakopee Lift Station L16
specifically listed in Exhibit C.
3. Upon completion of the Repairs by Met Co:mcil and Replacement by Shakopee, that
pursuant to Minnesota Statutes ~ 473.5111, subd. 6(b)(2) and Met Council action September 13,
2006 that Shakopee Interceptor is in Good Operating Condition.
4. Immediately upon completion of the repairs listed in Exhibit B by Met Council, and the
replacement listed in Exhibit C by Shakopee, Met Council shall transfer to Shakopee, at no cost
to Shakopee, and Shakopee shall accept the transfer of Met Council's interest in the Shakopee
Interceptor and Lift Station L16 and Met Council's interest in any associated property.
Met Council shall transfer and Shakopee shall accept .:hy such transfer the Shakopee
Interceptor and Lift Station L16 in "as is" condition by means of a Bill of Sale for Met Council's
-- 4 --
interest in the pipes and associated facilities constituting the Shakopee Interceptor and Lift
Station L16 and a Quit Claim Deed for Met Council's property rights associated with the
Shakopee Interceptor and Lift Station L16.
Shakopee acknowledges that any rights transferred by Met Council to Shakapee are subject
to existing easements and rights-of-way for highways, roads, railroads, pipelines, canals, laterals,
ditches or electric or telephone lines previously granted by Met Councilor by any other party or
parties.
5. Subsequent to transfer of the Shakopee Interceptor and Lift Station L16 to Shakopee,
Shakopee shall have full and sole liability and responsibility for operation and maintenance of
the Shakopee Interceptor and Lift Station L16.
VI.
W arran ty
1. Provided that Shakopee has performed routine maintenance on the Shakopee Interceptor and
Lift Station L16 , Met Council agrees, pursuant to Minnesota Statutes 9 473.5111 that it will
reimburse Shakopee for Met Council's share as provided in this Agreement, for the actual,
reasonable and verifiable cost of uninsured and unwarranted emergency repairs for the Shakopee
Interceptor and Lift Station L16 for a period often (10) years starting on the date Met Council .
has certified the Shakopee Interceptor to be in Good Operating Condition pursuant to Minnesota
Statutes 9 473.5111, subd. 6(2) and Section III of this Agreement and ending ten (10) years from
such date. Met Council will transfer to Shakopee any.warranties or guarantees Met Council has
received from its contractors and subcontractors for such Repairs.
-
For the purposes of this Agreement, emergency repairs are only such repairs needed to fix
any imminent and bona fide threat to the structural integrity of the Shakopee Interceptor and Lift
Station L16 within the ten year period stated above in this Section IV. Specifically, repairs due
to outside sources, including, but not limited to, acts of God, terrorism, use of facilities for other
than wastewater purposes, misuse of facilities and vandalism are not considered to be due to
structural condition of the pipe and are the responsibility of Shakopee.
2. Met Council's obligation to reimburse Shakopee for its share in the cost of emergency
repairs for the Shakopee Interceptor and Lift Station L16 is subject to the following conditions:
a. Shakopee has provided written notice as soon as practicable to Met Council that an
imminent and bona fide threat to the structural integrity of the Shakopee Interceptor has
occurred, the date on which the threat first occurred, and the nature and cause of
imminent and bona fide threat; and
b. If there is disagreement that the condition reported by Shakopee constitutes an
imminent and bona fide threat to Shakopee MSB 7024, 7023 Interceptor or Lift Station
L16 an independent third party will be contracted to make the determination.
-- 5 --
c. The determining date for eligibility of the emergency repair costs to be shared by Met
Coul).cil under the term~ oftms Agreement is the date. on which the incident causing the
bona fide and imminent tlrreat was noticed to Met Council as provided in subparagraph
2(a) above in this Section N; and
(d) Shakopee has submitted to Met Council written plans for the emergency repair to the
Shakopee Interceptor and Met Council has reviewed such plans and determined that
the plans are reasonable and necessary for the emergency repair; and
(e) Shakopee provides to Met Council maintenance records that demonstrate the routine
maintenance of the facilities to be repaired; and
(f) Any portion of the facilities for which Shakopee has done a material rehabilitation or
repairs previously covered under this Section N of this Agreement are not eligible for
repair under this Section N of this Agreement.
3. Met Council will provide 1 00% emergency repair costs in year one lmtil the first
anniversary, decreasing by ten percent each year. On the tenth anniversary of the
(re )conveyance, Met Council is released of all obligations,. warranties and liabilities for the
Interceptor .
4. Met Council will make the reimbursement for emergency repairs in accordance with the
following procedure:
Met Council will reimburse Shakopee within 45 days of submittal to Met Council of an
- invoice from Shakopee specifically listing the reimbursable costs listed in this Section N of this
Agreement, written evidence of payment to contractors and subcontractors by Shakopee
including written receipts of such payments from contractors and subcontractors, and
certification from Shakopee that the work for which it is requesting reimbursement has been
completed to the satisfaction of Shakopee and Shakopee has accepted such work in accordance
with the terms of its contract with its contractor.
In the event any items of an invoice ar~ contested, the uncontested portion of the invoice
shall be paid in accordance with the normal 45-day period and the contested items shall be paid
within 45 days of resolution of the matter.
Upon completion of the emergency repairs, Shakopee will submit a Final Estimate for the
emergency repairs, a final invoice for any remaining eligible reimbursable costs, together with
certification from Shakopee that the emergency repairs have been completed in accordance with
the construction documents and accepted by Shakopee and certification from Shakopee that all
contractors and subcontractors have been paid.
Shakopee agrees that Met Council may use general obligation bond funds to reimburse
Shakopee for any eligible costs under this Section N of this Agreement, and Shakopee agrees to
consult with Met Council in advance of spending such funds and to comply with any
requirements of Met Council for use of bond funds.
-
-- 6 --
VII.
General Provisions
1. Applicable provisions of federal law , Minnesota law, and of any applicable local ordinances
relating to civil rights and discrimination and the Affmnative Action Policy statements of
Shakopee and Met Council shall be considered a part of this Agreement as though fully set forth
herein. Specifically, Shakopee agrees to comply with all federal, state and local applicable laws
and ordinances relating to nondiscrimination, affirmative action, public purchases, contracting,
employment, including workers' compensation and surety deposits required for construction
contracts. Shakopee agrees to request payment of state labor wage information from its
contractor and provide such information to Met Council.
2. It is understood and agreed that the entire Agreement between the parties is contained herein
and that this Agreement supersedes all oral agreements and negotiations between the parties
relating to the subject matter hereof. All items referred to in this Agreement are incorporated or
attached and deemed to be part of this Agreement.
3. All employees of Shakopee and all other persons engaged by Shakopee in the performance
of any work or services required or provided for herein to be performed by Shakopee shall not be
considered employees of Met Council, and that any and all claims that mayor might arise-under
the W orker'.s Compensation Act or the Unemployment Compensation Act of the state of . :
Milll1esota on behalf of said employees while so engaged, and any and all claims made by any .
third parties as a consequence of any act or omission on the part of said employees while so. . . .
engaged, on any of the work or services provided to"be rendered herein, shall in no way be the
obligation or responsibility of Met Council.
-
It is further agreed that any and all employees of Met Council and all other persons engaged
by Met Council in the performance of any work or services required or provided herein to be
performed by Met Council shall not be considered employees of Shakopee, and that any and all
claims that mayor might arise under the Worker's Compensation Act or the Minnesota
Economic Security Law of behalf of said employees while so engaged, and any and all claims
made by any third parties as a consequence of any act or omission of the part of said employees
while so engaged, on any work or services provided to be rendered herein, shall in no way be
the obligation or responsibility of Shakopee.
4. The provisions of this Agreement shall be deemed severable. If any part of this Agreement
is rendered void, invalid, or unenforceable, such rendering shall not affect the validity and
enforceability of the remainder of this Agreement unless the part or parts which are void, invalid
or othelWise unenforceable shall substantially impair the value of the entire Agreement with
respect to the parties. One or more waivers by said party of any provision, term, condition or
covenant shall not be construed by the other party as a waiver of a subsequent breach of the same
by the other party.
5. All records kept by Met Council and Shakopee with respect to this Agreement shall be
subject to examination by the representatives of each party hereto and the State Auditor, and its
representatives. All data collected, created, received, mailftained or disseminated for any
-- 7 --
purpose by the activities of Shakopee and Met Council pursuant to this Agreement shall be
governed by Minnesota Statutes~ Chapter 13, as amended, and the MilU1esota Rules
implementing such Act now in force or hereafter adopted.
6. The covenants of this Agreement shall be binding upon and inure to the benefit of the
parties hereto, their successors and assigns.
7. Any notice or demand, which mayor must be given or made by a party hereto, under the
terms of this Agreement or any statute or ordinance, shall be in writing and shall be sent certified
mail or delivered in person to the other party addressed as follows:
Regional Administrator
Metropolitan Council
390 Robert Street North
St. Paul, MN 55101-1805
with a copy to:
Metropolitan Council Environmental Services
'c/o General Manager
: 390 Robert Street North
: St. Paul, MN 55101-1805 . . I
-
I
~
-- 8 --
City Administrator
. City of Shako pee.
129 Holmes Street S.
Shalcopee, MN 55379-1328
8. This Contract is entered into in and under the laws of the State of Minnesota and shall be
interpreted in accordance therewith.
9. If a dispute should arise between Met Council and Shakopee with respect to this Agreement
or any of its provisions, Met Council and Shakopee agree to attempt to resolve such dispute
through the use of a mediator mutually acceptable to Met Council and Shakopee prior to
initiation of any legal action on the part of Met Councilor Shakopee with respect to this
Agreement, any of its provisions and/or its enforcement. The costs of such mediation shall be
shared equally by the parties.
10 Met Council's project manager is:
William Moeller, Assistant General Manager, Interceptor Services
or his designee
Metropolitan Council Environmental Services
Shakopee's project manager is: .
Bruce Loney or his designee
Public Warks Director
- City of Shakopee
11. The parties af!ree that any a~reement or contract entered into bv them Dursuant to this
A!!reement shall include clauses that shall: 1) reunire the contractor to defend. indemnify
and hold harmless Shakonee and the Met Council. their officials. a!!ents. contractors and
emnloyees from claims. suits. demands. dama2es. iudi!ments. costs. interest. exnenses
(includin!!. without limitation. reasonable attornevs' fees. witness fees and disbursements
incurred in the defense thereof) arisinl! out of or bv reason of the nel!li!!ence of the said
contractor. its officers. emolovees. a!!ents. or subcontractors: 2) reonire the contractor to
nrovide and maintain insurance and nrovide to the narties prior to commencement of the
construction a Certificate of Insurance evidencin!! the insurance coverat!e and naminQ both
narties as additional insureds: and 3) reouire the contractor to be an indenendent
contractor for ourooses of cOIDnletinf! the work nrovided for in this A-!!reement.
12. Each Dartv aQ:rees that it will be re~Donsible for its own acts and the results thereof. to
the extent authorized bylaw. and shall Dot"be resDonsible for the acts of the other Dartv
and the results thereof. The Met Council's and Shakonee's liability is !!overned bv the
nrovisions of Minnesota Statutes Chanter 466. The Met Council and Shakonee each
warrant that they are able to comnlv with the aforementioned liabilitv reouirements
throu!!h an insurance or self-insurance nrOi!ram and have minimum coveraQe consistent
-
-- 9 --
with the liability limits contained in Minnesota Statutes Chanter 466.
IN TESTIMONY WHEREOF, the parties hereto have caused this Agreement to be executed
by their respective duly authorized officers as of the day and year first above written.
CITY OF SHAKOPEE
ATTEST:
By
Shakopee City Mayor
Date:
By
Shakopee City Administrator
Date:
By
Shakopee City Clerk
Date:
-
APPROVED AS TO FORM
By
Shakopee City Attorney
Date
METROPOLITAN COUNCIL
Approved as to form:
By
Office of General Council
Its
.;.
-- 1 0 --
EXHIBIT LIST
Exhibit A - Map Showing Location of the Shakopee Interceptor and Lift Station L16
Exhibit B - Repairs to interceptor to be made by Met Council
Exhibit C - Replacement of communications by MCES and Shakopee, to Lift Station L-16
-
....
EXHIBIT A
Map Showing Location of the Shakopee Interceptor and Lift Station L16
;'^""~.:";~~,~, "'.,_-m,;;...,...;.,..~,...:.....:~,...."";";'''.'~''''~-;''-''';'';'-''--.'''.4:
A t,fCeSlift ~U1Jn I
-t.-A~ ,~ Sr}J\.'11y i
~,,~,~ ~ lmi~__-' ~,;' ;t~~- W;~tli.-:?-c~~ c-- t:uhl~" fllfi:1!ti'JiffJ !
~~.,w,.......~l .
~r~;,~~' 1'<, , __--. _-. -niph(lfl !
t
,.-~ -Other MCBS Infni"tfiV-tof i
.t:~:::':':Cf.lrmmnJlif-ajJfJilaa_~ i
t
- -~--_.~. I
_. f
-
EXHIBIT B
SECTION
SUMMARY OF WORK INTERCEPTOR
GENERAL
1.0 Basic description: Work will consist of rehabilitating 7261 feet of 42" RCP
interceptor using Cured In Place Pipe (CIPP). This type of lining creates a structural
lining of 15-17 mm thickness with little/no loss of capacity in the line. The CIPP lining
will begin at MH 13 at the intersection of Canterbury Downs Blvd (interceptor 7023) to
Junction structure #4 to the east at Siphon Outlet (interceptor 6904 ).
1.1 Timeline: Project is scheduled to commence in 2007 and is expected to be
completed in 2007.
-
-
EXHIBIT C
Installation of Telemetry System
Installation of Remote Site Wireless Lift Station Analyzer/Equipment Monitor:
Item A: Crystal Ball Plus Multimedia Alarm "Management System Remote Site
Wireless Lift Station Analyzer/Equipment Monitor-2 units @ $2800/ea
Total: $5600.00 not including electrical work
Electiral Work. Crane/Lift and Locks
1. MetroDolitan Council staff shall petform the electrical work necessa-IY for the
provision of the crane/lift installment at no cost to Citv of ShakoDee.
2. MetroDolitan Council staff shall Derform electrica/work reauired for the
orovision of the contractor to install TelemetlV System at no cost to City of ShakoDee.
3. MetroDolitan Council staff shall Drovide for the chanae of locks on the Ijft
station at no cost to Citv of ShakoDee.
-
-
Document 1 PowerDocs ://DOCSOPE N/3021.79/1
Document 2 ,PowerDocs://DOCSOPEN/302179/2
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APPENDIX 3
Total Future Flows Generated in Each Sub-district
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 38
Appendix 3 - Total Ultimate Flows Generated in each Subdistrict
I District ISubdistrict ILand Use I Flow/Acre (gpad) IArea (acre) IPer/Acre I Flow/Per IAvg. Flow (mgd) I Notes I
A1 Res. 475 217 5.56 75 0.1 031
A2 Res. 475 427 5.56 75 0.2028
A3 Res. 475 888 5.56 75 0.4218
A4 Res. 475 339 5.56 75 0.1610
SWL A5 Res. 475 474 5.56 75 0.2252
A6 Res. 475 670 5.56 75 0.3183
A7 Res. 475 454 5.56 75 0.2157
A8 Res. 475 325 5.56 75 O. 1 544
SWL Total Average Day Flow 1.8022
81 Res. 475 573 5.56 75 0.2722
82 Non-Res 800 481 0.3848
WLJ 83 Non-Res 800 292 0.2336
84 Non-Res 800 299 0.2392
84 Res. 475 64 5.56 75 0.0304
WLJ Total Average Day Flow 1.1602
C1 Res. 475 414 5.56 75 0.1967
C2 Res. 475 622 5.56 75 0.2955
WJ C3 Res. 475 476 5.56 75 0.2261
C3 Non-Res 800 125 0.1 000
WJ Total Average Day Flow 0.8182
01 Res. 475 488 5.56 75 0.2318
02 Res. 475 611 5.56 75 0.2902 151 ac lake/swamp
03 Res. 475 252 5.56 75 0.1197 160 ac lake/swamp
04 Res. 475 632 5.56 75 0.3002 92 ac lake/swamp
SLJ 05 Res. 475 454 5.56 75 0.2157 32 ac lake/swamp
06 Res. 475 385 5.56 75 0.1 829
06 Non-Res 800 200 0.1600
06 Ex. Res 475 90 5.64 75 0.0428
SLJ Total Average Day Flow 1.5432
E1 Res. 475 265 5.56 75 0.1259 22 ac open space
E2 Res. 475 174 5.56 75 0.0827
E3 Res. 475 35 5.56 75 0.0166 22 ac open space
E4 Res. 475 107 5.56 75 0.0508
E5 Res. 475 93 5.56 75 0.0442
JS E6 Res. 475 135 5.56 75 0.0641 18.5 ac open space
Ex Res. Non-Res 2000 19.6 0.0392 School in existing service area
Ex. Res Res. 475 50 5.64 75 0.0238 Undeveloped in existing service area
Ex. Res Res. 475 76 5.64 75 0.0361 Existing Flow in West Interceptor
Ex. Res Res. 475 320 5.64 75 0.1 520 Existing Flow in East Interceptor
JS Total Average Day Flow 0.6353
F1 Non-Res 800 122 0.0976 Existing Flow
F1-F Non-Res 800 50 0.0400 Future Flow
F2 Res 381 235 5.08 75 0.0895 Existing Flow
CS F2-F Res 475 300 5.56 75 0.1425 Future Flow
F3 Res 381 235 5.08 75 0.0895
F4 Res 381 235 5.08 75 0.0896
CS Total Average Day Flow 0.5487
Appendix 3 - Total Future Flows Generated in each Subdistrict
I District ISubdistrict ILand Use I Flow/Acre (gpad) IArea (acre) IPer/Acre I Flow/Per IAvg. Flow (mgd) I Notes I
G1 Res. 475 493 5.56 75 0.2342 137 ac lake/swamp
G2 Res. 475 43 5.56 75 0.0204 138 ac lake/swamp
G3 Res. 475 201 5.56 75 0.0955 22 ac open space
G4 Res. 475 58 5.56 75 0.0276 29 ac lake/swamp
G5 Res. 475 211 5.56 75 0.1 002
G6 Res. 475 147 5.56 75 0.0698 10 ac open space
G7 Res. 475 477 5.56 75 0.2266
G8 Res. 475 197 5.56 75 0.0936
G9 Res. 475 252 5.56 75 0.1197
SS G10 Res. 475 83 5.56 75 0.0394
G11 Res. 475 86 5.56 75 0.0409
G11 Non-Res 800 44 0.0352
Ex. Res. Res. 381 46 5.08 75 0.0175 Into trunk along 83
Ex. Res. Res. 381 72 5.08 75 0.0274 Directly to Chaska interceptor
G13 Non-Res 800 81 0.0648
G14 Non-Res 800 77 0.0616
G14 Res. 475 75 5.56 75 0.0356 4 ac open space
G15 Non-Res 800 74 0.0592
55 Total Average Day Flow 1.3692
H1 Res. 475 91 5.56 75 0.0432
H2 Res. 475 135 5.56 75 0.0641
H3 Res. 475 228 5.56 75 0.1 083 11 ac open space
H4 Res. 475 39 5.56 75 0.0185
H5 Res. 475 135 5.56 75 0.0641
SES H6 Res. 475 98 5.56 75 0.0466
H7 Res. 475 66 5.56 75 0.0314
H8 Res. 475 45 5.56 75 0.0214
H9 Res. 475 66 5.56 75 0.0314
Ex. SES Res. 381 188 5.08 75 0.0716 Undeveloped area w/in existing service area
Ex. SES Res. 381 100 5.08 75 0.0381 Existing developed area
5E5 Total Average Day Flow 0.5387
11 Res. 475 112 5.56 75 0.0532
12 Res. 475 55 5.56 75 0.0261
12 Non-Res 800 248 0.1984
ES 13 Res. 475 70 5.56 75 0.0333
Ex. ES Res. 0.0478 Undeveloped area w/in existing service area
Ex. ES Non-Res 800 70 0.0560 Existing flow w/in existing service area
Ex. ES Res. 381 480 5.08 75 0.1 829 Existing flow w/in existing service area
E5 Total Average Day Flow 0.5977 Total Future Flow
I NWS I NW5 Total Average Day Flow 1.2600 I Existing Flow per lift station I
Existing 643 75 0.0919 Avg. Existing Non-Residential flow/acre, appro
NS Existing 500 0.6440 500 acres open space
Future 800 0.1632
N5 Total Avera 0.8991 Total Future Flow
L 1 Non-Res 800 294 0.2352
L2 Non-Res 800 96 0.0768 Approx. 1500 acres open space/river
NES L 1 Res 475 102 5.56 75 0.0483
Existing Non-Res 0.0900 Existing Flow
NE5 Total Average Day Flow 0.4503 Total Future Flow
500 0.1 505 Existing Flow
NC5 Total Avera 0.1505
Existing Res. 475 665 5.08 75 0.3159
Existing Non-Res 500 271 0.1355 Approx. 160 acres open space
WS Future Res. 475 85 6.33 75 0.0404
Future Non-Res 800 73 0.0584
W5 Total Average Day Flow 0.5502 Total Future Flow
APPENDIX 4
Future Sanitary Sewer System Flows Alternative 1
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 39
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APPENDIX 5
Future Sanitary Sewer System Flows Alternative 2
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 40
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APPENDIX 6
Future Sanitary Sewer System Flows Alternative 3
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 41
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APPENDIX 7
Opinion of Probable Cost
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 42
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - SWL District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 800 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $360,500.00 $360,500.00
2 3,600 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $618,000.00 $618,000.00
3 8" PVC FORCE MAIN LI N FT 4700.00 $37.08 $174,276.00
4 18" PVC FORCE MAIN LI N FT 9250.00 $53.56 $495,430.00
5 10" PVC SEWER LI N FT 1830.00 $51.50 $94,245.00
6 12" PVC SEWER LI N FT 8680.00 $61.80 $536,424.00
7 18" RCP SEWER LI N FT 9780.00 $92.70 $906,606.00
8 24" RCP SEWER LI N FT 1360.00 $118.45 $161,092.00
9 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 21650.00 $1.03 $22,299.50
10 CONST 48" DIA SAN SEWER MANHOLE EACH 73.00 $3,090.00 $225,570.00
11 CASTING ASSEMBLY EACH 73.00 $515.00 $37,595.00
12 AIR RELEASE VALVE AND MH EACH 14.00 $2,575.00 $36,050.00
SUB TOTAL $3,632,037.50
Cont. 10% $363,203.75
SUB TOTAL $3,995,241.25
EngrILegal 20% $799,048.25
TOTAL $4,794,289.50
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-05Vafrr1lB1\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - WLJ District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
I 5,400 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $772,500.00 $772,500.00
2 24" PVC FORCE MAIN LI N FT 6630.00 $61.80 $409,734.00
3 15" PVC SEWER LI N FT 10740.00 $72.10 $774,354.00
4 33" RCP SEWER LI N FT 6890.00 $159.65 $1,099,988.50
5 36" RCP SEWER LI N FT 2980.00 $180.25 $537,145.00
6 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 20610.00 $1.03 $21,228.30
7 CONST 48" DIA SAN SEWER MANHOLE EACH 69.00 $3,090.00 $213,210.00
8 CASTING ASSEMBLY EACH 69.00 $515.00 $35,535.00
9 AIR RELEASE VALVE AND MH EACH 7.00 $2,575.00 $18,025.00
SUB TOTAL $3,881,719.80
Cont. 10% $388,171.98
SUB TOTAL $4,269,891.78
EngrILegal 20% $853,978.36
TOTAL $5,123,870.14
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-05Yafrr1lB1\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - W J District
Estimated Estimated Estimated Total
Item No. Description Unit Total Unit Price Cost
Quantity
1 12" PVC SEWER LIN FT 1990.00 $61.80 $122,982.00
2 18" RCP SEWER LIN FT 3750.00 $92.70 $347,625.00
3 24" RCP SEWER LIN FT 7550.00 $118.45 $894,297.50
4 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 13290.00 $1.03 $13,688.70
5 CONST 48" DIA SAN SEWER MANHOLE EACH 45.00 $3,090.00 $139,050.00
6 CASTING ASSEMBLY EACH 45.00 $515.00 $23,175.00
SUB TOTAL $1,540,818.20
Cont. 10% $154,081.82
SUB TOTAL $1,694,900.02
Engr/Legal 20% $338,980.00
TOTAL $2,033,880.02
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\DBcm\FR@port\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - SLJ District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 15" PVC SEWER LIN FT 2080.00 $72.10 $149,968.00
2 18" RCP SEWER LIN FT 3270.00 $92.70 $303,129.00
3 21" RCP SEWER LIN FT 4840.00 $108.15 $523,446.00
4 24" RCP SEWER LIN FT 9420.00 $118.45 $1,115,799.00
5 42" RCP SEWER LIN FT 2790.00 $206.00 $574,740.00
6 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 22400.00 $1.03 $23,072.00
7 CONST 48" DIA SAN SEWER MANHOLE EACH 75.00 $3,090.00 $231,750.00
8 CASTING ASSEMBLY EACH 75.00 $515.00 $38,625.00
SUB TOTAL $2,960,529.00
Cont. 10% $296,052.90
SUB TOTAL $3,256,581.90
Engr/Legal 20% $651,316.38
TOTAL $3,907,898.28
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\DQcm\FR@port\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - JS District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 8" PVC SEWER LIN FT 1875.00 $46.35 $86,906.25
2 10" PVC SEWER LIN FT 2710.00 $51.50 $139,565.00
3 12" PVC SEWER LIN FT 4550.00 $61.80 $281,190.00
4 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 9135.00 $1.03 $9,409.05
5 CONST 48" DIA SAN SEWER MANHOLE EACH 31.00 $3,090.00 $95,790.00
6 CASTING ASSEMBLY EACH 31.00 $515.00 $15,965.00
SUB TOTAL $628,825.30
Cont. 10% $62,882.53
SUB TOTAL $691,707.83
Engr/Legal 20% $138,341.57
TOTAL $830,049.40
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\D6cm\FR@port\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - CS District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 10" PVC SEWER LIN FT 1500.00 $51.50 $77,250.00
2 12" PVC SEWER LIN FT 300.00 $61.80 $18,540.00
3 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 1800.00 $1.03 $1,854.00
4 CONST 48" DIA SAN SEWER MANHOLE EACH 6.00 $3,090.00 $18,540.00
5 CASTING ASSEMBLY EACH 6.00 $515.00 $3,090.00
SUB TOTAL $119,274.00
Cont. 10% $11,927.40
SUB TOTAL $131,201.40
Engr/Legal 20% $26,240.28
TOTAL $157,441.68
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\D6cm\FR@port\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - SS District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
I 1,000 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $412,000.00 $412,000.00
2 10" PVC FORCE MAIN LI N FT 1800.00 $41 .20 $74,160.00
3 10" PVC SEWER LI N FT 1640.00 $51.50 $84,460.00
4 15" PVC SEWER LI N FT 1550.00 $72.10 $111,755.00
5 18" RCP SEWER LI N FT 17140.00 $92.70 $1,588,878.00
6 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 20330.00 $1.03 $20,939.90
7 CONST 48" DIA SAN SEWER MANHOLE EACH 68.00 $3,090.00 $210,120.00
8 CASTING ASSEMBLY EACH 68.00 $515.00 $35,020.00
9 AIR RELEASE VALVE AND MH EACH 2.00 $2,575.00 $5,150.00
SUB TOTAL $2,542,482.90
Cont. 10% $254,248.29
SUB TOTAL $2,796,731.19
EngrILegal 20% $559,346.24
TOTAL $3,356,077.43
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-05XPafrr1lB1\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - SES District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 8" PVC SEWER LIN FT 18460.00 $46.35 $855,621.00
2 12" PVC SEWER LIN FT 3950.00 $61.80 $244,110.00
3 15" PVC SEWER LIN FT 2920.00 $72.10 $210,532.00
4 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 25330.00 $1.03 $26,089.90
5 CONST 48" DIA SAN SEWER MANHOLE EACH 85.00 $3,090.00 $262,650.00
6 CASTING ASSEMBLY EACH 85.00 $515.00 $43,775.00
SUB TOTAL $1,642,777.90
Cont. 10% $164,277.79
SUB TOTAL $1,807,055.69
Engr/Legal 20% $361,411.14
TOTAL $2,168,466.83
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\D6cm\FR@port\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - ES District
Estimated Estimated Estimated Total
Item No. Description Unit Total Unit Price Cost
Quantity
1 700 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $334,750.00 $334,750.00
2 8" PVC FORCE MAIN LI N FT 1270.00 $37.08 $47,091.60
3 8" PVC SEWER LI N FT 5300.00 $46.35 $245,655.00
4 10" PVC SEWER LI N FT 2400.00 $51.50 $123,600.00
5 12" PVC SEWER LI N FT 1810.00 $61.80 $111,858.00
6 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 9510.00 $1.03 $9,795.30
7 CONST 48" DIA SAN SEWER MANHOLE EACH 32.00 $3,090.00 $98,880.00
8 CASTING ASSEMBLY EACH 32.00 $515.00 $16,480.00
9 AIR RELEASE VALVE AND MH EACH 2.00 $2,575.00 $5,150.00
SUB TOTAL $993,259.90
Cont. 10% $99,325.99
SUB TOTAL $1,092,585.89
EngrILega1 20% $218,517.18
TOTAL $1,311,103.07
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-05Wafrr1lB1\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 1 - NES District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 200 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $257,500.00 $257,500.00
2 4" PVC FORCE MAIN LI N FT 2900.00 $28.84 $83,636.00
3 15" PVC SEWER LI N FT 4560.00 $72.10 $328,776.00
4 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 4560.00 $1.03 $4,696.80
5 CONST 48" DIA SAN SEWER MANHOLE EACH 16.00 $3,090.00 $49,440.00
6 CASTING ASSEMBLY EACH 16.00 $515.00 $8,240.00
7 AIR RELEASE VALVE AND MH EACH 3.00 $2,575.00 $7,725.00
SUB TOTAL $740,013.80
Cont. 10% $74,001.38
SUB TOTAL $814,015.18
EngrILegal 20% $162,803.04
TOTAL $976,818.22
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-0!3'a\dfr11B\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 2 - SWL District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 800 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $360,500.00 $360,500.00
2 10" PVC FORCE MAIN LI N FT 4700.00 $41 .20 $193,640.00
3 15" PVC FORCE MAIN LI N FT 5100.00 $49.44 $252,144.00
4 12" PVC SEWER LI N FT 8730.00 $61.80 $539,514.00
5 18" RCP SEWER LI N FT 2230.00 $92.70 $206,721.00
6 27" RCP SEWER LI N FT 8530.00 $133.90 $1,142,167.00
7 30" RCP SEWER LI N FT 2240.00 $144.20 $323,008.00
8 33" RCP SEWER LI N FT 5450.00 $159.65 $870,092.50
9 36" RCP SEWER LI N FT 5190.00 $180.25 $935,497.50
10 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 32370.00 $1.03 $33,341.10
11 CONST 48" DIA SAN SEWER MANHOLE EACH 108.00 $3,090.00 $333,720.00
12 CASTING ASSEMBLY EACH 108.00 $515.00 $55,620.00
13 AIR RELEASE VALVE AND MH EACH 5.00 $2,575.00 $12,875.00
SUB TOTAL $5,258,840.10
Cont. 10% $525,884.01
SUB TOTAL $5,784,724.11
EngrILegal 20% $1,156,944.82
TOTAL $6,941,668.93
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-0!3\1\dfr11B\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 2 - WLJ District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 600 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $334,750.00 $334,750.00
2 6" PVC FORCE MAIN LI N FT 4290.00 $32.96 $141,398.40
3 21" RCP SEWER LI N FT 6700.00 $108.15 $724,605.00
4 27" RCP SEWER LI N FT 3000.00 $133.90 $401,700.00
5 33" RCP SEWER LI N FT 6790.00 $159.65 $1,084,023.50
6 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 16490.00 $1.03 $16,984.70
7 CONST 48" DIA SAN SEWER MANHOLE EACH 55.00 $3,090.00 $169,950.00
8 CASTING ASSEMBLY EACH 55.00 $515.00 $28,325.00
9 AIR RELEASE VALVE AND MH EACH 5.00 $2,575.00 $12,875.00
SUB TOTAL $2,914,611.60
Cont. 10% $291,461.16
SUB TOTAL $3,206,072.76
EngrILegal 20% $641,214.55
TOTAL $3,847,287.31
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-0!3\2\dfr11B\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 2 - W J District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 12" PVC SEWER LIN FT 3800.00 $61.80 $234,840.00
2 15" PVC SEWER LIN FT 8425.00 $72.10 $607,442.50
3 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 12225.00 $1.03 $12,591.75
4 CONST 48" DIA SAN SEWER MANHOLE EACH 41.00 $3,090.00 $126,690.00
5 CASTING ASSEMBLY EACH 41.00 $515.00 $21,115.00
SUB TOTAL $1,002,679.25
Cont. 10% $100,267.93
SUB TOTAL $1,102,947.18
Engr/Legal 20% $220,589.44
TOTAL $1,323,536.61
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\oots~ort\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 2 - SLJ District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 2,300 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $540,750.00 $540,750.00
2 10" PVC SEWER LI N FT 2600.00 $51.50 $133,900.00
3 15" PVC SEWER LI N FT 4800.00 $72.10 $346,080.00
4 18" RCP SEWER LI N FT 16680.00 $92.70 $1,546,236.00
5 21" RCP SEWER LI N FT 2200.00 $108.15 $237,930.00
6 24" RCP SEWER LI N FT 1710.00 $118.45 $202,549.50
7 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 27990.00 $1.03 $28,829.70
8 CONST 48" DIA SAN SEWER MANHOLE EACH 94.00 $3,090.00 $290,460.00
9 CASTING ASSEMBLY EACH 94.00 $515.00 $48,410.00
SUB TOTAL $3,375,145.20
Cont. 10% $337,514.52
SUB TOTAL $3,712,659.72
EngrILegal 20% $742,531.94
TOTAL $4,455,191.66
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-0!3'4\dfr11B\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 2 - SS District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 8" PVC SEWER LIN FT 2050.00 $46.35 $95,017.50
2 10" PVC SEWER LIN FT 1640.00 $51.50 $84,460.00
3 12" PVC SEWER LIN FT 3590.00 $72.10 $258,839.00
4 18" RCP SEWER LIN FT 11940.00 $92.70 $1,106,838.00
5 SANITARY SEWER INSPECTION (TELEVISING) LIN FT 19220.00 $1.03 $19,796.60
6 CONST 48" DIA SAN SEWER MANHOLE EACH 65.00 $3,090.00 $200,850.00
7 CASTING ASSEMBLY EACH 65.00 $515.00 $33,475.00
SUB TOTAL $1,799,276.10
Cont. 10% $179,927.61
SUB TOTAL $1,979,203.71
Engr/Legal 20% $395,840.74
TOTAL $2,375,044.45
1. Costs are for budgeting pruposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\01381-05\Admin\OOts~ort\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
Appendix 7 - Opinion of Probable Cost
Future Trunk System Alternative 3 - SS District
Estimated Estimated Estimated
Item No. Description Unit Total Unit Price Total Cost
Quantity
1 750 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $360,500.00 $360,500.00
2 1,600 GPM LIFT STATION (Standard submersible type, no stand-by generator) LUMP SUM 1.00 $463,500.00 $463,500.00
3 8" PVC FORCE MAIN LI N FT 7040.00 $37.08 $261,043.20
4 12" PVC FORCE MAIN LI N FT 2720.00 $45.32 $123,270.40
5 10" PVC SEWER LI N FT 3350.00 $46.35 $155,272.50
6 12" PVC SEWER LI N FT 1530.00 $51.50 $78,795.00
7 15" PVC SEWER LI N FT 3680.00 $72.10 $265,328.00
8 18" RCP SEWER LI N FT 7200.00 $92.70 $667,440.00
9 SANITARY SEWER INSPECTION (TELEVISING) LI N FT 15760.00 $1.03 $16,232.80
10 CONST 48" DIA SAN SEWER MANHOLE EACH 53.00 $3,090.00 $163,770.00
11 CASTING ASSEMBLY EACH 53.00 $515.00 $27,295.00
SUB TOTAL $2,582,446.90
Cont. 10% $258,244.69
SUB TOTAL $2,840,691.59
EngrILegal 20% $568,138.32
TOTAL $3,408,829.91
1. Costs are for budgeting proposes only, and are subject to change as projects are studied, designed, and constructed.
2. Costs are estimated based on 2008 construction costs.
3. Land acquisition costs are not included.
K:\O 1381-0!3'6\dfr11B\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls
APPENDIX 8
Five Year Increment Flows Generated per District
Comprehensive Sanitary Sewer System Plan
City of Shakopee, MN
WSB Project No. 1381-05 Page 43
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FOR METROPOLrrAN AREA-z\. PlfBUC SUPPLIERS
Statute 473_859 requires v/ater supply plans to ,be eonlpleted for all local units of
~ the seven~county Metropolitan Ar~a as part of the local comprehensive planning
process_.Mv.ch of the required iPSorrnat1on IS contaL.l1ed in. Parts I-ill of these glJide!LTles~
. ,'. - ':. :.::'"."". -~,
,; 'However).th-~:folfC?Y1ll?g additional infonnation is necessary to make the water supply plaps
c01)sis~ent\&1t~the Metropolitan Land Use Planning Act upon which local comprehensive plans
afeba.sed::-sommunities should use the information collected in the development of their plans to
eval1.ia.t~:%h~iher'or not their water supplies are being developed consistent with the Council's
Wate~~~~d~~c:~sManagement Policy Plan.
~~ ~ -
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l'()ll~!~:~ig~g:0dea state ment ( s) on tbe principles tbat will dictate operation of the water supply
:i~I~:~~~~Ie,~: ~s~~~~Ii:t ~~:e :~~nt~t~:~:ee~t~~: r~~;::cew:e~~.:n affordable
It.:,i~Kth~.policy of the Shakopee Public Utilities Conunission to provide its
ctls't6mej:;"s":{,wfth the best available quality'water at the most affordable ra-te,
'-wh;l,l~".-,':.-ass'uring this use does not have a long-- term negative resou'rce impac.t.
, -,
, · :rmp~~.fqnthe Local Comprehensive Plan. Identify the impact that the adoptiou of this water
,. ~uppIYpl~bas on the rest of the local comprehensive plan, including implications for future
gr9yltbofthe community, economic impact on the commurUtyand cbauges tc) the comprehensive
;,> ' e:.pf;iliKt9at mig~.t.!~Sl~__.___.._ ___._..._..__.._____________. .n.
"J ','. ,'':,In:ie'-::;::;S8mp<~ehensive Water Supply Plan is done j.n conjunction with the City of
.':::~,:B.~koI)e'e::'Comprehensive Plan. . There is no expected. impact with the water suppl)'-".
,. , . .
' .
';~S~~Ii~pro' ections
;::',Total Population A verage Day Ma:xiiD ilm Projected
Community Served perll.and, -- Day Demand Demand
>P9 w;tfion GD CD G
39500 36500 ,\,6.388 . 17.886 2331.62
48500 45500 ~ -7~ ~ 9 6? . ': ' 22.294 2906.13
52000 49000 8:";\'~ 75 :'- 24.010 3129.87
. . lllt#D,ate , 52000 49000 .:~ ~ 575_:-c 24.010 3129.87
,Popu1~tionprojections should be consistent with those in theMetropoIitan Council's 2030
, " Ref5ionalDevelopment Framework or the Communities 2008 Comprehensive Plan update. If
IlOImlation served differs from total population, explain in detail why the difference (i.e., service
fo othet.communities) not com lete service within communi etc~ _
.".:-~,p.'e:-,.J;,~'"k,is not complete ser.vice within Shakopee. There are pockets of the City
:'w,i.th\,,;:'p'l:>ivate wells or private community wells.
t.'~: . :--PLAN'-SUBlVI1TTAIJ ,L\NT> }<EVIEW OF THE Pl,f\N
)': - :c'->.:,-_--' .~-i,~-,:" '
+ ". ..~ - ~.", l"he- r!'an will be reviewed by 1 he C:ou nci I accordi ng l () I he sequence Oll t lined i n l\~ innesota
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t :Ix,\:i~ gOVCt'nmCt.II,;~~ un i (s fo,. a GO-d:t y review period. FoJlc\\;,ing ~uf'fl)illal, tht: (\luncil delemlitll's
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ACKNOWLEDGEMENTS
PLAN ADVISORY COMMITTEE
Lenny Schmitz Shak:opee Citizen
Zac Miller Shak:opee Citizen
Michael Leek: City of Shak:opee, Community Development
Ryan Hughes City ofShak:opee, Natural Resource Specialist
Bill Egan City of Shak:opee, Maintenance Director
Mark: Themig City of Shak:opee, Park:s and Rec Director
Andrea Weber City of Shak:opee, Landscape Architect
Sherry Dvorak: City of Shak:opee, Administrative
Brad Tabk:e Shak:opee Park: and Recreation Advisory Board
Sonja Bercich Shak:opee Park: and Recreation Advisory Board
Arvid Sornberger Shak:opee Park: and Recreation Advisory Board
CONSULTANT TEAM
Stuart Krahn Bonestroo, Landscape Architect
Holly Reid Bonestroo, Landscape Architect
Ciara Schlichting Bonestroo, Planner
Paul Bock:enstedt Bonestroo, Natural Resource Specialist
Jay Demma Bonestroo, Mark:et Researcher
SPORTS ASSOCIATIONS
Eric Lindstrom Sports Association: Hock:ey
Joe Adams Sports Association: Hock:ey
Darin Boone Sports Association: Hock:ey
Dave Limberg Sports Association: Girls Softball
Jerry Plambeck: Sports Association Baseball
Tom Menonz Sports Association: Boys Bask:etball
Joe Edberg Sports Association: Youth Wrestling
Sandra Westlund Sports Association: Volleyball
Bill Krouse Sports Association: SYBA
Tom Temple Sports Association: SSA
Zack: Zastrow Sports Association: Tennis
John Sheehan Sports Association: Girls Bask:etball
1
Acknowledgements & Table of Contents
REGIONAL AND LOCAL AGENCIES
Marty Walsh Carver County
Todd Hoffman City ofChanhassen
Bob Lambert City of Eden Prairie
Jane Kansier City of Prior Lak:e
John Powell City of Savage
Terry Schwalbe LMRWD
Bob Piotrowsk:i Minnesota DNR
Mik:e Kinney Prior Lak:e-Spring Lak:e Watershed District
Patricia Freeman Scott County
Stan Ellison Shak:opee Mdewak:anton Sioux Community
Jon McBroom Shak:opee School District
Paula Benusa Shak:opee Area Catho lic Ed Center
Jonathan Vlaming Three Rivers Park: District
Beth Ullenberg U.S. Fish and Wildlife Service
Yvonne Anderson YMCA of Metro Minneapolis
Jack:son Township Board
Louisville Township Board
City of Shakopee Parks, Trails, and Open Space Plan 11
Acknowledgements & Table of Contents
TABLE OF CONTENTS
CHAPTER 1: INTRODUCTION
Purpose of the Plan 1-1
Process 1-2
City Background 1-4
Mission and Values 1-4
Review of 1998 Plan goals accomplished 1-6
CHAPTER 2: INVENTORY & ANALYSIS
Park Classifications 2-3
Inventory of Existing Facilities 2-5
Peer Comparisons 2-7
Arts & Culture 2-9
Sustainability 2-9
CHAPTER 3: FUTURE NEEDS
Demographics Influences 3-1
Trends 3-6
Park facility projections and needs 3-7
Trail facility projections and needs 3-11
Land needs 3-13
Search candidate areas 3-14
Review of existing park dedication formula 3-16
Recommended changes to funding methods 3-19
CHAPTER 4: IMPLEMENT A TION PLAN
Goals, Strategies, and Tactics 4-1
FIGURES
1.1 State, Regional, & Locoal Facilities 1-3
2.1 Park Facility Existing Inventory 2-5
2.2 Existing Park, Trails, & Open Space Plan 2-6
2.3 Peer Review Comparison 2-8
3.1 Projected Athletic Facility Needs 3-8
3.2 Proj ected Park Amenity Needs 3-9
3.3 Projected Special Use Facility Needs 3-10
3.4 Projected Trail Needs 3-11
3.5 Preliminary Search Areas & Trail Connections 3-12
3.6 Projected Park Acreage Needs 3-13
City of Shakopee Parks, Trails, and Open Space Plan 111
Chapter 1: Introduction
INTRODUCTION
The City of Shakopee has acknowledged the importance of providing park, trail, and
open space opportunities that enhance the quality of life of their residents and visitors.
Parks and Recreation are essential in promoting community wellness, connecting the
individual to ecological value and stewardship, promoting cultural understanding, and
fostering economic viability. The City has reflected these principles through the Parks,
Trail, and Open Space Plan to continue the successes of park development and offer a
framework for future growth and renovation.
PURPOSE OF THE PLAN
The City's Park, Trail, and Open Space plan has been completed to ensure the City's
vision and stewardship of the park system. The plan was last updated in 1998 and since
that time significant residential and commercial development has occurred throughout the
City. New trends in recreation and land use have emerged. Potential annexation of
neighboring townships will impact land use and park development. Future growth is
projected to increase by 77% for the year 2030. This creates an urgent demand for the
Park, Trail, and Open Space Plan to address future needs, land preservation, and
development.
The Plan explores each aspect of Park planning such as land acquisition, development,
stewardship, maintenance, and operations. Listed below are the study goals that were set
to be achieved in this process:
. Identify future park land, search areas, and candidate sites for park & trail
acquisition through the development process or purchase
. Determine future park facilities and amenities that will be needed to serve future
populations
. Evaluate and identify trail corridors
and links, and assess open space
opportunities
. Identify long-term needs, trends, and
costs for the park and open space
system
. Review the City's current park
dedication formula for both land and
cash dedication for its ability to meet
future needs.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 1 - 1
Chapter 1: Introduction
PROCESS
The City conducted a five month process to update the Park, Trail, & Open Space
Comprehensive Plan in order to preserve and enhance the existing and future park, trail,
and open space system. This process started in January 2007 as members from the
community, Park Board, and City staff assembled to refine this document. Bonestroo
facilitated monthly meetings and conducted the necessary research and analysis for
discussion with the advisory group.
The fIrst meeting was held to gain a better understanding of existing conditions. The
initial analysis began with reviewing the department's mission statement and the 1998
Comprehensive Park Plan goals and strategies to see if the City had met these goals. The
City conducted an overall inventory of existing parks and park facilities and created a
chart to document their fmdings.
The next analysis that was conducted pertained to comparisons and trends. City staff and
Bonestroo interviewed three different municipalities that included Eden Prairie, MN,
Bend, Oregon, and the City/County of Broomfield, CO. This work looked at the
organization's Comprehensive Park Plan, approaches to developing the plan, funding
methods for the Park and Trail system, and lessons learned during the process. The
advisory group took an active role in reviewing the comprehensive park plans and
highlighted aspects that appealed to them for the Shakopee plan.
Demographic and recreational trends were gathered and calibrated to project Shakopee's
future population and park facility needs. Multiple local Sports Associations were
invited to one of the meetings so the advisory group could hear their needs and trends in
participation. This would help in predicting the amount of land and park facilities
required in order to adequately prepare for future demands.
A focus group meeting was held with local and regional interest groups. Each participant
identified current and future facilities that would affect the Shakopee Park and Trail
System. These comments were located and compile into the Regional Facilities Map,
Figure 1.1.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 1 - 2
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Chapter 1: Introduction
The advisory group then worked on setting goals and strategies to guide the revised plan.
Several public participation techniques were used to gain individuals' ideas and visions
for the park system. Various topics were considered and presented in depth such as the
addition of an arts and cultural program or using sustainable practices in operations and
construction. The group refmed these goals and strategies and will include action
statements to set a plan for accomplishing the goals.
Finally, the advisory group discussed methods of how to effectively fund the future park
and trail system. Bonestroo worked with the group to review the current park dedication
formula. Bonestroo completed projections based on future costs of trail and park facilities
and the amount offunds generated from current methods of obtaining park related funds.
CITY BACKGROUND
The City is home to over 29,335 people and is experiencing a high level of growth as one
of the outer ring communities of the Twin Cities. The region has developed along the
Minnesota River with rail and industry as leading growth starters. The topography
consists of the river valley, lowlands, and a bluff line that stretches through the
community. Thousands of visitors enjoy attractions such as Valleyfair Theme Park,
Canterbury Park, cultural celebrations of the Shakopee Mdewakanton Sioux Community,
and other community events.
Shakopee's population is changing in its ethnic and cultural makeup, age, and numbers.
Changes in population and lifestyles have significantly impacted Shakopee's preference
for park and recreational opportunities and need to access these types of resources. As
lifestyles have changed, park and recreational needs have also changed.
Shakopee currently offers a diverse range of park amenities. A community survey from
2003 indicates that the current system's most popular and widely used facilities are trails
as the highest and community parks as the second highest. The Park System supports
over 45 miles of trail approximately 1,145 acres of parks and open space that feature the
Minnesota River Valley Trail, Murphy's Landing, a Community Center, and Huber Park;
a downtown riverfront park.
MISSION AND VALUES
The Advisory Committee aligned their future guiding approach of the park system with
their park and recreation department's mission and City's vision goals. The City's park
department mission states:
"Our mission is to provide, develop, protect, and enhance excellent park and recreation
services, open spaces, and natural resources that contribute to a high-quality of life for
our residents. "
City of Shakopee Parks, Trails, and Open Space Plan Chapter 1 - 4
Chapter 1: Introduction
The City's vision goals are below with a
summary of how each one is connected to the
park system.
1. Active and healthy community: Park and
recreation facilities promote healthy lifestyles
for people of all ages by providing easy access,
the ability to recreate, and open space for mental
relief Recreation programs offer various
activities in parks that can build self-esteem,
team building skills, reduce stress through
exercise, and improve overall wellness.
2. High quality of life: Parks give communities an essential identity and appeal. Well-
maintained, accessible parks and recreation facilities are key elements of strong, safe,
family-friendly communities. The park system provides places for learning, fun, and
relaxation no matter what your age or ability. Nationally, the population uses parks and
trails on a regular basis.
3. Great place for kids to grow up: Having
parks available for kids to go to and recreate
keeps kids occupied and off of the streets.
Parks bring people together on a common
ground, kids and adults alike, and develop
strong communities. People have the
opportunity to interact with one another and get
to know one another's families. This adds to the
safety and care of our park system. Offering
cultural and art programs strengthen creative
capability and diversity awareness.
4. Vibrant, resilient and stable: Parks playa key role in preserving water and air
quality, providing visual relief, and protecting wildlife. People learn about the ecological
processes and interrelationships firsthand in parks and open space. Parks and trails offer
an attractive quality for new residents, visitors, and prospective developers. Civic
identity and pride result from a well-maintained, diverse park, trail, and open space
system. Open space preservation also promotes communities to grow in a sustainable
manner that limits unplanned and wide-spread growth.
S. Financially strong: Parkland benefits the community as a whole by enhancing
property values adjacent to park and open space areas which in turn increase tax revenue.
Greenspaces and neighboring parks and trails of local businesses promote a healthier and
more productive workforce. Cities with an active park and recreation environment are
recognized by prospective new business owners as a healthy community that attract and
retain these new businesses. Parks, trails, and open space enhance the local economy by
City of Shakopee Parks, Trails, and Open Space Plan Chapter 1 - 5
Chapter 1: Introduction
attracting tourists to outdoor recreational opportunities. Finally, by acquiring and
protecting significant natural resources and waterways, City infrastructure and
maintenance costs are reduced in the long term.
REVIEW OF THE 1998 PLAN GOALS ACCOMPLISHED
A review of the park and recreation department's goals from the 1998 Comprehensive
Plan was conducted with the Advisory Committee. Each member ranked how well the
goals have been met in the past 9 years. Many of the goals were ranked as being
successfully addressed such as acquiring land, providing an attractive park system, and
maintaining working partnerships with area agencies.
The following areas were identified as being inadequately addressed:
. Utilize the latest park standards to judge the adequacy of Shako pee's park system
. Continue to enhance and expand the Shakopee Community Center to meet
demonstrated community needs.
. Promote the continuation and extension of the Minnesota River Valley Trail from
Downtown Shakopee to Murphy's Landing and eventually to Fort Snelling.
. Completion of the Scott-Hennepin Trail
. Promote recycling and environmentally sound maintenance procedures
. A planting/reforestation program for all parks where trees and vegetation are
lacking and it is feasible to add vegetation
. Maintain and improve neighborhood park standards
. Develop and enlarge the trail system while minimizing barriers that cause
pedestrian conflicts and provide diversity.
. Develop volunteer programs
. Seek grant opportunities, bond referendum funding and other funding sources to
meet system-wide funding needs.
. Comprehensive active and passive recreation opportunities shall be provided for
all age groups, and equitably distributed throughout the City of Shakopee.
These results were used to guide the committee in setting new goals, strategies, and
tactics. All items that had been inadequately met from the 1998 plan are now addressed
and planned for throughout the new plan.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 1 - 6
Chapter 2: Inventory andAnalysis
INVENTORY AND ANALYSIS
Shak:opee currently hosts multiple park:s, trails, and open spaces that are frequently used
by residents and visitors. As the City grows and plans for future development, it is
important to look: at what has been successful in distribution of park: types and what
amenities may be lack:ing.
The park: system is divided into 6 classifications that provide different functions and
opportunities for the City's residents. These classifications are a guide to future
development to ensure an equitable distribution and diversification of park:s throughout
the community. This system also informs residents of what to expect within each park:
type. Beyond the City Park: System, Shak:opee's residents are serviced by regional, state,
and federal park: facilities near or within its borders.
STATE AND FEDERAL PARK AND OPEN SPACE UNITS
Two State and Federal park: and open space units are within the City of Shak:opee. The
Minnesota Valley State Trail and Recreation Area run along the Minnesota River on the
North edge of the City and are managed by the Minnesota DNR. A paved section of trail
runs from Shak:opee to Chask:a while a natural surface trail runs from Chask:a to Belle
Plaine. The surrounding terrain includes wetlands, forest, and blufftop oak: savanna.
Users of this system enjoy wildlife observation and bird watching.
The Minnesota Valley National Wildlife Refuge is a greenway of extensive marsh areas
bordered by multiple types of land uses. The refuge is comprised of approximately
14,000 acres, spanning 99 miles of the Minnesota River and managed by the U.S. Fish
and Wildlife Service. One large section of this system is adjacent to Shak:opee called the
Louisville Swamp. It consists of2,600 acres with a diverse mix of old fields, prairie
remnants, oak: savanna, floodplain forest, and stone farmsteads. Four notable trails total
thirteen miles of the trail system that runs throughout the Louisville Swamp area.
REGIONAL PARK SYSTEM
Scott County offers Shak:opee residents multiple recreational destinations that host a
variety of activities and terrain to explore. The nearby regional park: system consists of
Murphy- Hanrehan Park: Reserve and Cleary Lak:e Regional Park:. Descriptions of these
facilities are below:
. Murphy-Hanrehan Park: Reserve is managed by the Three Rivers Park: District and
is located in Savage, MN. This 2,400-acre park: reserve remains mostly
undeveloped with extensive amounts of forests and open space. Park: facilities do
include multiple type of trails with uses ranging from hik:ing, snow mobiling,
cross-country sk:iing, horse-back: riding, dog-walk:ing, and mountain bik:ing. This
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 1
Chapter 2: Inventory andAnalysis
park: has become a popular destination for bird watching. In 2004, the park: was
designated as an "Important Bird Area" by the National Audubon Society.
. Cleary Lak:e Regional Park: is also managed by the Three Rivers Park: District and
is located in Prior Lak:e, MN. This park: facility consists of 1,045-acres that are
home to a visitor center/clubhouse, a par-3, 9-hole golf course and driving range,
swimming, boating, fishing, camping, a dog park:, and groomed trails. Rental
equipment for many of these activities is available at the visitor center.
In the future, three other regional park:s are planned to service Shak:opee residents. These
include Spring Lak:e Regional Park:, Doyle- Kennefick: Regional Park:, and Cedar Lak:e
Regional Park: which are all managed by Scott County.
. (Future) Spring Lak:e Regional Park: is located on the northern shore of Spring
Lak:e in Prior Lak:e, MN. The site is made up of forest and wetlands. Future
amenities may include a fishing pier, picnick:ing facilities, and trails among other
developments. The master plan is currently undergoing the approval process
through the Metropolitan Council.
. (Future) Doyle-Kennefick: Regional Park: is located in the southeast section of
Scott County within the Cedar Lak:e Township. The park: is slotted for 900 acres
with 480 of those acres currently owned by the County. The landscape consists of
rolling hills, wetlands, and woodlands. A master plan will be developed in the
near future for the acquired acres.
. (Future) Cedar Lak:e Regional Park: will be located on the southwestern shore of
Cedar Lak:e in Helena Township. Scott County will acquire 172 acres through a
land dedication agreement and reserve this for parkJand. Currently the site has an
area of Maple-basswood forest, cropland, and retired fields running along
approximately 2000 feet of Cedar Lak:e shoreline. Park: facilities and time of
development have yet to be determined. This Park: site is identified in the current
Metropolitan Council Park:s and Open Space Policy Plan as a park: need beyond
the year 2030.
The Scott County Regional Trail continues to be planned and developed. This trail
corridor will extend from Murphy- Hanrehan Regional Park: westward to Cleary Lak:e
Regional Park:, Prior Lak:e, and Spring Lak:e Regional Park: then northward through
Shak:opee and ultimately connecting with the Minnesota Valley State Trail. This facility
will be a 12 mile multi-use trail.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 2
Chapter 2: Inventory andAnalysis
CITY PARK CLASSIFICATIONS
Neighborhood Park - Size: 2-10 acres. Service Area: 1/4 to 1/2 mile service radius
Use: Neighborhood Park:s are conveniently located among residential areas surrounding
the park:. These park:s serve as the recreational and social gathering focus of the
neighborhood. They are easily accessible for pedestrians or bicyclists. Typical
development features include playgrounds, ball fields, tennis courts, play fields, picnic
areas, and paths. Examples: Holmes, Prairie Bend, Riverview
Hybrid Park - Size: 10-20 acres Service Area: 1/2 mile to 1 mile service area
Use: Hybrid Park:s serve a larger radius ofa residential area that could include an entire
neighborhood. The intention of a hybrid park: is to create a larger amount of open space
and offer a more diverse array of activities within a neighborhood setting. This also
limits the amount of maintenance of multiple small park:s. Typical development features
include playgrounds, ball fields, playing courts, park: buildings, paths, and specialized
facilities. Examples: Westchester/Providence
City-School Parks - Size: 15-50 acres Service Area: Neighborhoods to City-wide
Use: Joint development of City- School park:s allows for shared uses and benefits a wider
section of the public. While schools use the facilities during daytime week:day hours,
sports associations and the public may use the facilities during evenings and week:ends
utilizing the park: to its full potential. Typical uses included playgrounds, play areas,
numerous athletic fields and courts, paths, and spectator seating. Examples: Junior High
School, Red Oak: Elementary
Community Park - Size: 25-50 acres Service Area: Community wide
Use: Community Park:s serve a larger geographical area and offer more specialized
facilities. Often these types of park:s are typically built around a specialized purpose or
natural feature such as Huber Park: along the Minnesota River or Tahpah Park: Athletic
Complex. These park:s typically offer passive and active recreational opportunities for
the entire community. Typical development features include large recreational spaces,
playgrounds, picnics, multiple trails, nature study, athletic facilities, picnic shelters,
restroom buildings, and special uses that provide community destinations. Examples:
17th Ave Sports Complex, Memorial Park:
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 3
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Chapter 2: Inventory andAnalysis
INVENTORY OF EXISTING FACILITIES
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Mini Parks 2
Emerald Lane Tot Lot 0.3 1
P. & V. Additions 0.5 ..
Pheasant Run 0.8 1
Neigh~~~~~ ~
Church Addition 2 1 .. .. 1 _
Countryside NE 3 1 .... .. 1 ..
Countryside NW 2 1 .... 1 ..
Countryside SW 0.8 .. 1 ..
Glacier Estates 1 1 1 ..
Greenfield West 4 1 .. .. 1 1 ..
Hiawatha 2 1 1 1 1 .. 1 1 ..
Holmes 2 1 .. 1 1 1 .. 1 1 ..
Killarnev Hills 4 ..
Meadows 5 1 .. 1 ..
Prairie Bend 5 1 1 .. 1 .. 1
Riverview 3 1 ..
Scenic Heiqhts 11 1 .. 1 1 1.. 1 .. 1 1 .. 1
Southbridge Hamlet 1 .. .. 1
Southbridge Savanna Oaks 2 .. 1
Southbridge Pkwv Active 5" ..
Stans 2 1 4 ..
Timber Trails 4 1 .. 1
Vallev Creek Crossing 3 .. 1 1
Whisperinq Oaks 10 .... 1 ..
Community Parks 524
17th Avenue Sports Complex 40 .. 1 7 28 ..
Hvbrid Greenfield/Park Meadows 13"
Huber Riverfront 24 1 .. 1 1 ..
Lions 50 1 1 .. 1 1.. 2 1 1 .. 4 _ 1
Memorial 137 .. 1 .. .. 2 .. 1 1 .. 1
Muenchow Fields 5 3 .. 6..
O'Dowd Lake 22 1 1 .. .. ..
Quarry Lake Park 110 .. ..
Hvbrid Riverside Bluffs/Fields 10 ..
Shutrop Park 52 .. ..
Tahpah 50 8 8 4 .. .. 1 1 ..
Hvbrid Westchester/ Providence 12 2 1 1 1 1" 1 1 2 ..
School Facilities 179
Central Familv Center 1 .. 1
Junior High School 20 2 2 .. 2
Pearson Elementary 2 2 1 .. 1 4..
Red Oak Elementarv 12 2 1 .. 1
Senior Hiqh School 18 4 1 1 .. 1 4
Sweeney Elementary 2 2 1 .. 1 4"
Eagle Creek Elementarv 2 1
Sun Path Elementarv 18 2 1 .. 1 2
New Hiqh School 86 4 2 2 .. 2 8 10
Shakopee Area Catholic E.C. 20 2 ..
Special Facilities 99
Dean Lakes Open Space 89 .. ..
Joe Schleper Stadium n/a 1 ..
Minnesota River Sporting Area 10 1 1 1 ..
Community Center n/a 2 1 .. 1 .. 2
Undeveloped Open Space 273 ..
Deerview Acres 10 .. ..
Eagelwood 22 .. ..
Horizon Heights 13 .. ..
Southbridqe Open Space 228" ..
Southview Addition 0.3 .. ..
Total 1142 1 37 1 8 24 2 1 3 8 0 3 5 5 0 0 1 0 7 0 29 9 1 10 54 0 25 1 6
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 5
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Chapter 2: Inventory andAnalysis
PEER COMPARISONS
The City interviewed three specifically selected communities to compare their approach
to preparing a Comprehensive Park: Plan and adopted policies that resulted from the
process. Specific questions were ask:ed pertaining to funding methods of the park:, trail,
and open space system, beneficial partnerships, and sustainability. The conversations
were insightful to the successes and hardships each community had experienced.
In summary, these communities encouraged Shak:opee to consider the importance of
acquiring and incorporating significant natural resources into the park:s and open space
system. City staff and the Advisory Committee were inspired by the way these
communities were acquiring funds for their park: systems, planning for trails, and
establishing sustainable park: maintenance guidelines.
Eden Prairie, MN
Contact: Bob Lamberts, City Park:s Director
Plan completed: 2003
Eden Prairie was selected for its regional proximity and well k:nown developed park:
system in the metro area. The City had recently been named by Money Magazine as the
sixth best place in the United States to live and work:. The park: and trail system was a
major contributing factor to this achievement. Eden Prairie is also a comparable size to
Shak:opee's future growth potential.
Bend Park District, OR
Contact: Bruce Roning, Park: & Rec Planning and Development Director
Steve Jorgenson, Park: Planner
Plan completed: 2005
The community of Bend Oregon is a commercial center located within 2.5 hours from a
metro area. The area has seen rapid growth in the past 12 years due to recreational
opportunities, a high quality of life, and now a popular retirement location. The Bend
Park: District was awarded the National Gold Medal Award for excellence in Park: and
Recreation management in 2006. This award is given to the best park: and recreation
agency in the nation for its population category.
Broomfield, CO
Contact: Kristan Pritz, Open Space & Trails Director
John Ferraro, Recreation Director
Plan completed: 2005
The Broomfield Open Space, Park:s, Recreation, and Trails Master Plan represent a joint
entity between the City and County of Broomfield. Broomfield is situated between
Denver and Boulder Colorado. The City's plan is considered progressive for its inclusion
of sustainable building methods, land preservation, and creative recreational
programming. America's Promise - The Alliance for Youth gave Broomfield
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 7
Chapter 2: Inventory andAnalysis
recognition in its national competition as one of the 100 Best Communities for Young
People for the city's commitment to provide healthy, safe and caring environments for
young people. Many of the City's park:, open space, and trail facilities have encouraged a
healthy well connected community. These facilities have also enabled the City to provide
multiple sports, arts, and cultural programming to achieve such recognition.
Figure 2.3
PEER REVIEW COMPARISON CHART
z z en UJ
0 0 ~~ ~z I-
oi= I-i= w~ WW C)UJ :I:
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Eden Prairie, 39,311 60,600 16.84 NA -Util ize private sponsors -Acquire land early on
Minnesota 1990 to su pport Historic -Acquire uniqure natural
featu res -Do not areas and waterfront
create additional mini -Acquire adequate land for
parks atheltic facilities -Mini-
parks are costly to City
-Monitor encroachment in
park areas -Offer natural
areas in and adjacent to
neighborhood parks
37,500 77,000 17 12.62 -Exactments - require -Acquire land along the
Bend, Oregon 1995 trail segments to be river, becomes a popular
located & owned by the destination -Identified
City within new ASI's (Areas of Special
developments -Acquire Interest) and focused park
parkland early on - land planning efforts here
prices increase rapidly -Establish review structure
to meet Comprehensive
Plan Goals: Strategic plan
every 5 years, Budget
review each year -Trails &
sidewalks are as important
as roads
Broomfield, 24,638 43,478 16 8 -$.25 cent sales tax, -Policy of 40o~ open lands
Colorado 1990 80o~ towards parks, (parks and open space) at
20o~ towards open build out -Sustainability is
space -IGA's a priority -Incorporate
(I ntergovernmental buffer areas -Invested in
Agreements with Community Center, has
adjoining cities and been a huge success
counties) -School
Expansion Fund Uoint
w/parks) - $1/SF of
house for residential
developers
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 8
Chapter 2: Inventory andAnalysis
ARTS & CULTURE
Currently, the City of Shak:opee does not have an arts or cultural component to their park:
programming. The Advisory Committee reviewed the success of metro area arts and
cultural programs to determine if this was a beneficial element for the new plan. The
Committee learned how arts participation can build civic engagement and thus can build
a stronger diverse community. By offering arts and cultural programs, people can feel a
connection to their heritage and the community they dwell in.
These types of programs can build bridges across ethnic and social divides. Research has
shown that the presence of cultural organizations in a neighborhood stimulates residents'
involvement in other civic activities. The impacts from a conscious art and culture
community can lead to major economic benefits as well as foster personal growth of an
individual. The following ways are examples of how other metro communities have
embraced art and cultural programs: a community center for the arts, art in the park:,
music in the park:, community bands, and a performing arts series.
Shak:opee has adopted the exploration of creating an arts and culture program within the
community. Outlined in the goals, strategies, and tactics section is the framework: for
involving k:ey players to build up a program from a grassroots level.
SUST AINABILITY
The need and awareness to be environmentally sensitive in the way we live and impact
our surroundings is ever increasing. The City of Shak:opee recognizes that in order for
change to occur it must start by adopting goals and standards to protect resources for
future generations. The City has ample opportunity to demonstrate and educate its
citizens on more sustainable practices through the park:, trail, and open space system..
Sustainability in park: planning can tak:e a variety of forms and many have now been
included throughout the goals, strategies, and tactics section. By reducing imperious
surfaces such as park:ing lots, water body quality can be improved as surface water runoff
pollutants are reduced. Storwater treatment through alternative methods such as
raingardens and native plantings can also reduce infrastructure costs. Utilizing the
appropriate Best Management Practices (BMP's) for park: maintenance and new develop
will lessen human impact to the natural environment.
Other tools, the community can employ are LEED standards for park: shelters and
restrooms that will reduce energy use and emissions. The City can also evaluate and
optimize the full life cycle ofbuilding materials, utilizing recycled materials when
possible. While maintaining the park: system, crews can use alternative fuels in
machinery that are less pollutant, use compost, and apply natural fertilizers when needed.
The park:, trail, and open space system shall do its part to improve the environment and
overall improve the health of the City through sustainable practices.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 2 - 9
Chapter 3: Future Needs
FUTURE NEEDS
During the planning process, the City and Advisory Committee considered multiple
factors in projecting the future needs of the park: system. Participants reviewed
demographic information, national and local recreational trends, and current and future
land uses. These factors were k:ey in determining the quantity of park: amenities, athletic
facilities, and missing park: and traillink:s within the community.
DEMOGRAPHIC INFLUENCES
Population
According to the Metropolitan Council, Shak:opee had a population of29,335 and 11,122
households in 2005, which was about triple that of25 years ago. Shak:opee is located in
fast growing Scott County, which is situated at the expanding southwestern edge of the
Twin Cities Metropolitan Area. Over the next 25 years, it is anticipated that Shak:opee
will continue to grow at a much faster rate than the surrounding metropolitan region. By
2030, it is projected that Shak:opee will have a population of 52,000, a 77% increase over
the current population.
Shakopee Population Trends 1980-2030
60,000
52,000
50,000
40,000
s:::
0
.~
~ 30,000
~
c..
0
c..
20,000
9,941
10,000
0
1980 1990 2000 2010 2020 2030
Year
Source: Metropolitan Council
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 1
Chapter 3: Future Needs
Comparison of Population Growth Trends
1980-2030
100%
90% 1m S hakopee
.J: 80% Scott C ou nty
.....,
S 70% 1m Twin Cities Metro
0
J- Im United States
c:J 60%
s::
0
.~ 50%
ra
3 40%
c..
0
c.. 30%
....;
u 20%
c..
10%
0%
1 9805 19905 20005 20105 20205
Sources: Metropolitan Council; U.S. Census Bureau Decade
Ethnicity
For the past couple decades, Shak:opee's steady growth has been coupled with an increase
in racial and ethnic diversity. While the most recent data released by the U.S. Census
through the American Community Survey indicate that the majority (84.8%) ofShak:opee
residents are white, the percentages of African-American, Asian-American, and Hispanic
residents were also significant. In 2005,6.1 % ofShak:opee's population reported that
they were of Asian heritage, while another 4.9% reported Hispanic origin. This is a
significant change from 1980 when no non-white group comprised more than 0.5% of
Shak:opee's total population. Changes in ethnicity will continue to impact park: facility
needs and program preferences as different cultures bring evolving needs forward.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 2
Chapter 3: Future Needs
White and Non-White Population Growth
City of Shakopee 1980-2005
30,000
24,890
25,000
20,000
c:
0
.~
~ 15,000
c..
0
c..
10,000
4,445
5,000
148 358
0
1980 1990 2000 2005
Source: U.S. Census; DSU/Bonestroo Year
Language
The prominent increase in the number of non-white residents has been largely due to
substantial immigration of families from outside the United States. This has contributed
to an increase in the number of non-native English speak:ers. In 2000, the U.S. Census
reported that 3.7% ofShak:opee's population that was age five or older spok:e English less
than "very well." This proportion was similar to the statewide rate of3.5%. Between
2000 and 2005, however, this proportion grew to 6.1 % in Shak:opee, while the statewide
rate only grew to 3.7%. Shak:opee's park: plan will address communication strategies to
bridge the language barriers and include non-native English speak:ers in public processes.
Gender
According to the 2000 U.S. Census, Shak:opee has a ratio of males to females that is
similar to the State of Minnesota with 102 females for every 100 males. However, this
ratio is slightly lower than the national ratio, which is 104 females to every 100 males.
Interestingly, the Scott County ratio favors males with 98 females for every 100 males.
Age Distribution
Because Shak:opee is a rapidly developing community, its age distribution is substantially
sk:ewed toward younger age groups when compared to metro or national distributions. In
2000, almost 40% ofShak:opee's population was between the ages of25 and 44. This
proportion was more than five percent higher than the Twin Cities Metro Area and almost
nine percent higher than the national proportion. Conversely, the 65 and older age group
only represented seven percent ofShak:opee's population in 2000, whereas this age group
accounted for over 12% of the national population.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 3
Chapter 3: Future Needs
Comparison of Age Distributions
2000
45%
40% ill S hakopee
Twin Cities Metro
35% ill United States
g 30%
"..;:;
ra
"'5 25%
c.
0
:: 20%
0
...;
u 15%
Q..
10%
5%
0%
Under 5 5 to 1 7 18 to 24 25 to 44 45 to 64 65+
Sou rc e: 2000 U. S. C e ns us Age Cohort
The impact of rapid in-migration of new households into Shak:opee is also reflected in
school enrollments. Prom fall 2000 to fall 2006, enrollment in the Shak:opee school
district has increased from 3,996 students to 5,814 students, an increase of 45.5%. These
changes have also brought a higher demand for park: uses and program enrollments. The
park:s system will need to accommodate for this growth by providing park:s in new
neighborhoods, planning for future trail needs, and acquiring enough land for future
facility and program uses.
Household Type
In 2000, just over 30% of all Shak:opee households were married couples with children.
This is a significant proportion considering that only 25% of all metro area households
and 24% of all US households were married couples with children. This difference is
largely attributable to Shak:opee' s rapid growth in the last 10 years in which many young
households moved into the City, built new homes, and started having children. These
recent growth has put a greater pressure on the Park: System to adequately provide park:s,
trails, and open space in a balanced manner and within reasonable proximity to
households.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 4
Chapter 3: Future Needs
Distribution of Household Types
2000
35%
o Shakopee
30% 0 Twin Cities Metro
o United States
III 25%
""C
"0
~ 20%
::s
o
:I:
15 15%
ti
c.. 10%
5%
0%
Married wlchild Married wlo child Other Family Singles Other
Source: 2000 U.S. Census Household Type
Commute Times
Commutes times have been increasing in most parts of the country. Between 1990 and
2000, the median commute time for work:ing persons age 16 or older in the United States
increased from 20.2 minutes to 21.6 minutes, a 7.3% increase. The Twin Cities Metro
Area had a similar increase. However, for work:ing persons in Shak:opee, the median
commute time increased from 19.3 to 21.3 minutes, or 10.6%. This is indicative ofa
sharp increase in the number of new households who relocate to Shak:opee but continue
to work: outside of the immediate Shak:opee area. This lifestyle trend creates a new
demand on recreational needs as time is more limited and convenience is as important as
ever. Recreational opportunities such as short trail loops and community-wide trail
connections can compliment the evolving lifestyles.
Comparison of Commute Times
(working population age 16 and older)
1990, 2000, & 2005
28
27 26.6
26
..::./: 25
(:)
$: 24
o
- 23
E VI 0 1990
i= ~ 22 0 2000
~ i 21 0 2005
~ 20
c::::
~ 19
QJ
:2: 18
17
16
15
Shakopee* Scott County Metro Area United States
* 2005 data unavailable for Shakopee.
Sources: 1990 & 2000 US Census; 2005 Amercian Community Survey (Bureau of the Census)
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 5
Chapter 3: Future Needs
TRENDS
National Trends
Each year the National Sporting Goods Association conducts an in depth study of how
Americans spend their leisure time. The following table lists national participation rates
for the most popular recreational activities and applies these rates to current and projected
population figures for Shak:opee.
ac or y
2003 which
2005 National 1995 National Shakopee Shakopee rate
Participation Participation Participation exceeds
Activit Rate Rate Rate National rate
Archer tar et 2.6010 2.1010 5010 1.9
Baseball 5.6010 6.6010 - 20010 3.6
Basketball 12.6010 2.2
Bic cle Ridin 23.6010 3.7
Exercise Walking 29.5010 2.4
Football (tackle) 3.5010 2.9
Golf 9.5010 10.1010
Hockey (ice) 0.9010 o .9010
In-Line Roller Skatin 5.0010 10.0010
Running/Jogging 11 .2010 8.6010
Skateboarding 4.6010 1 .9010
Skiing (cross country) 0.7010 1 .4010
Soccer 5.4010 5.0010
Softball 7.4010
Swimming 25.8010
Tennis 5.3010
Volleyball 5.1 010 7.5010 - -
SOURCES: National Sporting Goods Association; City of Shakopee
The American Planning Association prepared a series of briefing papers on how city
park:s can address urban challenges. In 2003, the AP A published a report on how city
park:s can improve public health. The report found that people highly value the time they
spend in park:s and believe park:s and recreation will playa larger role in reducing the
obesity problem in America. Americans also believe that park:s and trees will help
improve the environment, as changing climate is increasingly becoming a prevalent issue.
Continued research shows that people who recreate in park:s and natural settings have less
occurrence of stress, depression, and are more at peace with their surroundings. This
report shows that specific design considerations promote more use of park:s such as
accessibility, proximity, adequate lighting, restrooms, and well maintained paths. These
studies support the rising trend of the need to plan for and provide park:s, open space, and
trails in our communities.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 6
Chapter 3: Future Needs
Local Trends
The City conducted a community survey in 2003 that showed how local residents utilize
their leisure time. Bik:ing and walk:ing trails scored the highest among those who were
surveyed followed by recreating in community park:s. Using the community center was
the third most popular activity. Citizens utilize trails and playgrounds the most in the
park: system and highly value these amenities.
Citizens were ask:ed what the greatest need was for future outdoor facilities. Trails,
natural areas, and community park:s were rank:ed as the greatest priority in terms of needs
and importance of service. Citizens frequently requested the need for more park:s as the
City develops. Citizens also desired to acquire and preserve important natural areas for
public enjoyment.
National trends are reflected in the Shak:opee as citizen's lifestyles change and public
awareness of health and environmental issues increases through multiple forms of media.
This awareness leads to stronger feels, more public participation, and ultimately affects
public policy and government. These trends are addressed in the plan and closely
represent the community's needs and vision for a healthier tomorrow.
PARK FACILITY PROJECTIONS AND NEEDS
Athletic Facility Needs
During the planning process, a representative from each of the local sports association
groups gathered to discuss the trends they have seen in their athletics and future program
needs. The following chart summarizes the collaborative effort of calculating future
population, considering adjacent community facilities, national and local recreational
trends, and City staff comments.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 7
Chapter 3: Future Needs
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City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 8
Chapter 3: Future Needs
Park Amenity Needs
An assessment was completed of these facilities to determine the type of park: amenities
that will be needed to serve current and future residents. These amenities were
anticipated for the year 2030 by using population projections and facility use. As
recreational demands have changed, new categories were added to the projections such
as; bocce ball, community gardens, and splash pads which are an upcoming popular
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City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 9
Chapter 3: Future Needs
Special Use Facilities
A number of facilities were identified as major features of the park: system but are not
funded through park: dedication fees. The projected desires are shown below for these
facilities for informational purposes. If the City decides to propose a referendum or
utilize another public funding source, this information will be useful in providing a
ho listic view of park: facility needs.
It has been determined that the aquatic center needs to expand to serve the projected
amount of residents. The facility is already operating near full capacity. The Community
Center was identified in the community survey from 2003 as one of the top recreational
services. Many citizens have expressed their desire to expand the amount of recreational
opportunities. Multiple hock:ey-interest groups have also expressed the urgent need to
add 1-2 more indoor ice hock:ey rink:s. Currently the Shak:opee Mdewak:anton Sioux
Community is considering adding another indoor ice sheet to their facility. With this in
mind Shak:opee has projected one more facility to be added in the next twenty three years.
Figure 3.3 Special Use Facilities and Associated Costs
Curent # of 2030 # of Facilities to
Park Amenity facilities facilities be added Costs per facility Total Costs
Aquatic Center/Expansion to Existinq 1 2 1 $3,000,000 $3,000,000
Community Center Expansion 1 1 0 $20,000,000 $20,000,000
Indoor Ice Hockey Rink 1 2 1 $6,000,000 $6,000,000
Subtotal $29,000,000
Supporting Infrastructure (150/0) $4,350,000
Capital Improvements Subtotal $33,350,000
Soft Costs (250/0) $8,337,500
Total Costs $41,687,500
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 10
Chapter 3: Future Needs
TRAIL FACILITY PROJECTIONS AND NEEDS
Trails were identified as the number one facility to expand in the City through numerous
community surveys and public feedback:. There are three categories of trails that have
been identified:
1. City Recreational Trails - trails that are off-road
2. City Transportation Trails - trails that are along roadways and sidewalk:s
3. Regional/State Trails - trails that are not funded or governed by the City but are a
part of the City's trail system
City Staff work:ed to identify missing link:s in the current trail system, future recreational
loops, and future growth areas that will need to be connected to the City trail system.
Locations of the existing and proposed trails are found on Exhibit 3.4 Preliminary Search
Areas and Trail Connections.
City Transportation Trail City Recreational Trail
Figure 3.4
Projected Trail Facility Need
#oflFof
Trails to be
Existing City 2030 City Trails Added Costs per
Trails (IF) (IF) (Proposed) linear Foot Total Costs
City Recreational Trails 79 337 161 617 82 280 $30.00 $2468400
City Transportation Trails 156 758 439610 282 852 $30.00 $8485560
Reaional/State Trails 100 752 244 373 143 621 NA NA
Subtotal $10953960
Soft Costs (.25) $2 738490
Total $13692450
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 11
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Chapter 3: Future Needs
LAND NEEDS
In conjunction with identifying future recreational and athletic facility needs, parkJand
must be set aside to accommodate these future uses. The City's current park:
classification system was analyzed to see how well it was functioning for residents. In
the future projections, mini-park:s are eliminated. These park:s tend to be high
maintenance, costly, and underused. The same purpose can be accomplished in
providing accessible and diverse neighborhood park:s.
The City has recently been constructing hybrid park:s which are further defmed in the
park: classification system. These park:s are lumped into neighborhood park:s for the
following projection. The size of Neighborhood Park:s has been increased from 2.2 acres
per 1,000 people to 6.0 acres per 1,000 people. Creating a greater number of
neighborhood park:s while increasing the size of the park: will better meet the desires of
the community and decrease City maintenance costs.
Figure 3.6 Projected Park Acreage Needs
2005 Existing 2030 Planned
Level of Level of Additional
Service (acres Service Total acres acres # of Parks
Existing Existing # per 1,000 NRPA (acres per needed by needed by 2030 # to be
Park Type Acres of Parks pop.) 1 standards 1,000 pOp.)2 2030 2030 of Parks Added
Mini-Park 1.6 3.0 0.1 .25-.50 1.6 0.0 0 0
Neighborhood Parks 65.0 20.0 2.2 2.5-3.5 6.0 312.0 247.0 26 6.0
Community Parks 534.0 13.0 18.2 5.0-8.0 12.0 624.0 90.0 20.8 7.8
Undeveloped Open Space 362.0 6.0 12.3 None 12.0 624.0 262.0 15.6 9.6
Total Parks/Open Space 962.6 32.8 N/A 30.0 1,560.0 597.4 62.4 23.4
1 Based on 2005 estimated population of 29,335
2 Based on 2030 projected population of 52,000
3 Future neighborhood parks are estimated at 12 acres each
4 Future community parks are estimated at 30 acres each
5 Future undeveloped open spaces are estimated at 40 acres each
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 13
Chapter 3: Future Needs
SEARCH CANDIDATE AREAS
Search candidate areas for future parkJand were identified through the process. The City
look:ed for opportunities to protect scenic views, prime park: locations, and high quality
natural resource lands for future park: expansion.
The City located missing traillink:s, future link:s to future schools and destinations, as
well as trails along natural corridors. Refer to the Exhibit 3.4 Preliminary Search Areas &
Trail Connections for search area location. Below is a description of each of the search
areas identified along with the identified potential development use:
Elmslsllla...s Elmslsl IIs~sl.I.SRI OII.lIm R i..
Cluster A Active Park
Cluster B Active Park/Natural Resource
Cluster C Special Use -Quarry Lake
Cluster D Natural Resource Areas
Cluster E Active Park
Cluster F Active Park
Cluster G Active Park
Cluster H Active Park/Natural Resource
Cluster I Athletic Complex/Natural Resource
Cluster J Natural Resource Areas
Cluster K Natural Resource Areas
Cluster L Natural Resource Areas
Cluster M Natural Resource Areas
Cluster N Natural Resource Areas
Cluster 0 Active Park/Natural Resource
Cluster P Active Park/Natural Resource
. Cluster A: Mak:e future connection to school, could be a future park: for a variety
of residential areas nearby
. Cluster B: If this land is not purchase by interested buyers, it has k:ey bluff line
and shoreline value.
. Cluster C: Quarry Lak:e Park: is currently in the conceptual design process. It will
have trails, picnic areas, and host water sport events. The land has already been
acquired.
. Cluster D: MnDot Parcel could serve as a corridor to Southbridge and Quarry
Lak:e and potentially the River
. Cluster E: Canterbury Park: Site - If Canterbury decides not to expand on this 108
acres, this property could become residential with integrated parkJand.
. Cluster F: Future residential area
. Cluster G: Currently owned by S1. Francis Hospital/Beta Seed - will be moving
away from site in 10 year timeframe
. Cluster H: Valleyview road could become a park: for natural and active uses, High
quality natural areas exist on site, and there is a potential for future residential
development
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 14
Chapter 3: Future Needs
. Cluster I: Nice site for natural resource value, good access at 47/17, surrounded
by tribe land
. Cluster J: O'Dowd Lak:e- would provide lak:e access
. Cluster K: Adjacent to Eaglewood Park:, contains wetlands and high quality maple
basswood forest
. Cluster L: High natural resource value, contains nice woodland
. Cluster M: Forest area, lak:e shore and multiple access points on Thole Lak:e
. Cluster N: Located on upland of Bluff line, potential changes to 169 road
alignment which is proposed to go across bluff
. Cluster 0: Owned by Jack:son Township, currently functions as a park: with
ballfields, picnic area, ponds, and tennis
. Cluster P: Located in Jack:son Township, natural resource value
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 15
Chapter 3: Future Needs
REVIEW OF EXISTING PARK DEDICATION FORMULA
Regarding Park: Dedication State Legislature declares, "Cash payments received must be
used only for the acquisition and development or improvement of park:s, recreational,
facilities, playgrounds, trails, wetlands, or open space based on the approved park:
systems plan. Cash payments must not be used for ongoing operation or maintenance of
park:s, recreational facilities, playgrounds, trails, wetland, or open space" Mn Statutes,
462.358
The City's current park: dedication formula was reviewed to verify if it could meet the
future park: system needs and costs. Presently, the City has land dedication set for
residential development at one acre per seventy-five people or cash-in-lieu of land is set
at $5,340/unit (single family) and $4,450/unit (multi-family). Commercial/industrial
development land dedication is set at 10% of buildable land (net wetlands) or cash-in-lieu
of land is set at $6,930/acre. Park: dedication fees do not include a separate trail fee.
The following research reveals that relying on park: dedication fees alone will not support
the future system as proposed.
Projected Land Need == 597.4 acres:
. 337 acres active space
. 262 acres open space
Projected Development Costs == $30.8 million
. $13.6 million in trail development
. $8.9 million in park: amenities
. $8.1 million in athletic facilities
Assuming all park: dedication obtained was land this chart shows the potential:
2005 - 2030 Pop. Change Ordinance Total Potential
Requirements Acres*
22,665 population / 1 acre/75 pop = 302.2 acres
Undeveloped Commercial 100/0 Buildable Land
& Industrial Acres
602 acres x .10 = 60.2 acres
Total Potential Acres = 362.4
This reveals a 235 acre gap compared to projected land needs.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 16
Chapter 3: Future Needs
Assuming all park: dedication obtained was cash-in-lieu of land this chart shows the
potential:
2005 - 2030 Required Fee $ Potential Range*
Household (HH) $5,340/SF unit $55.4 million
Growth
= 10,378 HH $4,450/MF unit $46.1 million
Commercial & Industrial Required $ Potential
(buildable acres) Fee
602 acres $ 6,930 = $4.1 million
Total potential fees range from $50.2 million to $59.5 million.
Projected development costs could be met, yet no land would be acquired or dedicated to
build the park: system upon. Below are estimated land costs based on the City's current
formula.
Neighborhood and Community Parks
Land 362 acres x $134K/acre1 = $48M
Acquisition
Development = $16M
Total = $64M
Trai Is
Land 62 acres2 x $134K/acre 1 = $8M
Acquisition
Development = $13M
Total = $22M
1 Average Land Value per acre (Patchin Messner & Dodd 2006)
2 Assumes 12' ROW and 50o~ of planned trails are located in existing ROW
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 17
Chapter 3: Future Needs
The review also considered residential and commercial share and the needed future fee
based on the current share. This chart was created for comparison purposes only.
Residential 850/0 Park Costs 750/0 Trail Costs Total
Share1 $51M $16M $67M
Commercial 150/0 Park Costs 250/0 Trail Costs Total
Share1 $9M $5M $14M
Per HH Cost Residential Projected 2005 - 2030 Cost per
Estimate Share1 HH Change HH
$67M 10,378 HH $6,500
Per CII Acre Commercial Projected 2005 - 2030 Cost per
Cost Estimate Share1 CII Acres Acre
$14M 602 acres $24,057
1 Ingram & Associates 1998
Considering the above fees are for comparison sak:e only, the City must set practical fees
that will meet future park: needs and continue to invite development. Below are
comparisons of neighboring community fees for single family units, multi family units,
and commercial/industrial units.
City Cash fee in lieu of land* City Cash fee in lieu of land*
(single family unit) (multifamily unit)
Eden Prairie $6,000 Eden Prairie $5,000
Shakopee $5,340 (Current) Shakopee $4,450 (Current)
$6,500 (Future Comparison) $6,500 (Future Comparison)
Prior Lake $3,750 Prior Lake $3,750
Savage $3,230 Savage $3,230
City Cash fee in lieu of land*
(per commercial/industrial acre)
Eden Prairie $11,000
Savage $7,800
Shakopee $6,930 (Current)
$24,057 (Future Comparison)
Prior Lake $6,400
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 18
Chapter 3: Future Needs
RECOMMENDED CHANGES TO FUNDING METHODS
The above research revealed the need to find a recipe and balance of multiple funding
methods that could support the future park:, trail, and open space system. The City has
expressed its desire to achieve this by setting specific goals, strategies, and tactics in the
following section. Below is a list of potential methods to utilize in creating a well
balanced and maintained park: system.
Revisit 2007 Park: Dedication Requirements:
. Potential to increase level of service (1 acre per 75 people)
. Potential to increase both Residential and Commercial fees
. "Fair Share" must be well documented:
-Conduct Park: & Trail User Survey of Residents & Employees
- Refine assumptions regarding park: and trail usage to document
"rational nexus" between requirements and impacts of proposed
development
- Who's using the facilities? Park:s and Trails
- Verify percentages on user groups (residential and commercial)
. 1998 plan combined park: and trail fees - consider a separate trail fee (with
legal counsel)
Other Methods:
. Public and private partnerships
. Obtain open space through land dedication or conservation easements
. Sales or property tax (referendum)
. State or Federal grants
. Park: user fees
. City program fees
. General funds
City of Shakopee Parks, Trails, and Open Space Plan Chapter 3 - 19
Chapter 4: Goals, Strategies, and Tactics
GOALS, STRATEGIES, AND TACTICS
It is crucial to have a clear road map of how to develop, maintain, and grow the park:
system into all that it can be. These goals, strategies, and tactics become a useful tool in
communicating the steps it will tak:e to achieve the desired park: system. During the
planning process, a number of focus areas emerged from the Advisory Committee which
each goal is tailored around. The focus areas include:
. Connections
. Variety of Passive and Active
Recreational Facilities
. Community Identity
. Community Involvement
. Historical!Cultural! Art Features
. ~aturalResources
. Design Standards
. Sustainability
From these focus areas; individual goals
were developed to guide the Park:, Trail, &
Open Space Plan. Goals 1-10 are as
follows:
Goal 1 : Provide an accessible
interconnected and diverse park:, trail, and
open space system consistent with resident
expectations.
Goal 2: Create a balance and variety of
passive and active recreational
opportunities.
Goal 3: Promote a strong community
identity
Goal 4: Promote cultural, art, and historic
resources through park:s and City
programs.
Goal 5: Adopt sustainable environmental
practices.
Goal 6: Seek: & support community
involvement.
Goal 7: Collaborate with adjacent and
regional facilities.
Goal 8: Design and develop facilities that
are accessible and safe with life-cycle features that account for long term costs and
benefits.
Goal 9: Develop financing strategies to acquire land and develop the park: & trail system.
Goal 1 0: Develop financing strategies to maintain the park: system and renovate existing
facilities.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 1
Chapter 4: Goals, Strategies, and Tactics
Goall: Provide an accessible and interconnected park, trail, and open
space system consistent with resident expectations.
Strategy 1.1: Promote trail connections between parks, schools, neighborhoods, and
community destinations that will facilitate access to the entire system.
. Tactic 1.la: Study circulation patterns and potential trail locations at the
neighborhood level to identify potential connections to the overall park:, trail, and
open space system.
. Tactic 1.lb: Work: to remove barriers such as roads or missing link:s.
. Tactic 1. Ie: Provide system wide safe trail access within 1;4 mile of all residents.
Strategy 1.2: Provide parkland and amenities within an appropriate distance of
residents.
. Tactic 1.2a: Provide neighborhood park:s within lh mile of homes.
. Tactic 1.2b: Conduct a study to ensure existing park:s meet this requirement. The
distance to park:s should be measured by the walk:ing route and consider barriers that
affect walk:ing route.
Strategy 1.3: Review development proposals to ensure neighborhood streets,
sidewalks, and lot configurations are compatible with the park needs of the eventual
residents.
. Tactic 1.3a: Review and enhance the current zoning ordinance requiring developers
to dedicate trail easements to the city.
. Tactic 1.3b: Strongly encourage that all trails not follow a road system.
Strategy 1.4: Develop a network of regional, community and local trails and on-
street bike lanes. Connect these trails as a system of long and short recreational
loops that provide numerous experiences.
. Tactic 1.4a: Utilize the future trail plan by prioritizing and phasing each trail
segment.
. Tactic 1.4b: Require trail loops within new park:s.
. Tactic 1.4c: Create and adopt a unifying signage concept that would display park: and
trail maps and facility names.
. Tactic 1.4d: Budget for a signage plan and prioritize locations.
. Tactic 1.4e: Consider acquisition of abandoned railroad right of way for future trail
routes.
. Tactic 1.4f: Promote trail connections to and along the Minnesota River.
. Tactic 1.4g: Provide appropriate public access to natural resource lands in order to
promote understanding and support of natural areas.
. Tactic 1.4h: Maximize interconnectivity throughout the entire trail system while
preventing isolated loops and or solitary trails.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 2
Chapter 4: Goals, Strategies, and Tactics
Goal 2: Create a balance and variety of passive and active recreational
opportunities.
Strategy 2.1: Provide 30 acres of parkland and open space for every 1,000 residents.
. Tactic 2.1a: Adopt individual acreage amounts for active space and passive open
space within the 30 acre allotment. Utilize this guideline to evaluate park:
development over time.
. Tactic 2.1b: Revise park: dedication ordinance to support this ratio.
. Tactic 2.1c: Create a design ratio for each park: to include passive and active
recreational opportunities.
Strategy 2.2: Acquire sites identified in search candidate areas
. Tactic 2.2a: Conduct a detailed inventory of search candidate areas.
. Tactic 2.2b: Create a plan and prioritize sites based on the Natural Resource
Inventory and park: needs. Work: with the Environmental Advisory Committee to
review locations.
. Tactic 2.2c: Designate land use and facility type for search candidate areas.
. Tactic 2.2d: Seek: opportunities to obtain waterfront property whenever possible.
. Tactic 2.2e: Seek: to acquire and develop sites for athletic complexes that could
accommodate tournament quality uses for youth and adult athletic events.
Strategy 2.3: Provide space for reflection
. Tactic 2.3a: Create design standards for park:s that include seating areas and open
space for quiet contemplation.
. Tactic 2.3b: Create scenic overlook:s and places to visually appreciate natural
resources.
Strategy 2.4: Provide facilities or dedicated areas for specific park uses.
. Tactic 2.4a: Inventory and analyze developed and undeveloped parkJand for the
feasibility of providing off-leash dog areas.
. Tactic 2.4b: Consider opportunities to acquire and develop land purposed for athletic
complexes.
. Tactic 2.4c: Seek: opportunities to build unique and popular park: features such as
splash pads or community gardens.
. Tactic 2.4d: Pursue opportunities to provide indoor recreation by partnering with
local jurisdictions, schools, and sports associations.
. Tactic 2.4e: Ensure that there are adequate park: facility locations and appropriate
activities within proximity for special population groups such as senior citizens.
Strategy 2.5: Provide natural areas adjacent to and/or within park areas.
. Tactic 2.5a: Create and implement design standards requiring new park:s to include
natural areas and buffers.
. Tactic 2.5b: Inventory the amount of natural areas in existing park:s.
. Tactic 2.5c: Create a plan to update existing park:s to meet the new design standard.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 3
Chapter 4: Goals, Strategies, and Tactics
. Tactic 2.5d: Integrate recreational opportunities with natural resource corridors
where appropriate.
. Tactic 2.5e: Provide natural buffer areas between athletic fields and housing.
Strategy 2.6: Optimize the use of existing park facilities through renovations that
promote accessibility, safety, and maximum usefulness.
. Tactic 2.6a: Conduct a facility inventory and identify the ability to meet future park:
needs.
. Tactic 2.6b: Seek: to improve existing
athletic facilities and playing capacity by
adding lighting components to
efficiently utilize the existing
infras tructure.
Strategy 2.7: Gather public input to gain
accurate insight on recreational
opportunities offered in the Park and
Trail system.
. Tactic 2.7a: Conduct community surveys on a semi-annual period to gain a current
view of park: system trends and evaluate performance of existing facilities.
. Tactic 2.7b: Form interest groups to gain a better perspective on recreational
opportunities and needs.
. Tactic 2.7c: Determine the facility needs for low income households and diverse
ethnic back:grounds through public participation strategies.
Strategy 2.8: Identify and acquire land for preservation of high-quality natural
resource areas, including ridgelines, woodlands, scenic views and waterways to
compliment the Natural Resource Plan.
. Tactic 2.8a: Place high priority for these land types when acquisition opportunities
are available.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 4
Chapter 4: Goals, Strategies, and Tactics
Goal 3: Promote a strong community identity
Strategy 3.1: Provide well-maintained parks and facilities.
. Tactic 3.1a: Create a systems park: and trail maintenance standard. Create a plan to
implement these standards and budget for annual costs associated with each standard.
. Tactic 3.1b: Develop short term and long term maintenance costs for each facility.
Strategy 3.2: Create a consistent overall park system design theme.
. Tactic 3.2a: Develop standard component specifications for furnishings such as
benches, lighting, and signage.
Strategy 3.3: Host community events and celebrations within the Park & trail
system.
. Tactic 3.3a: Work: with City staff to coordinate City wide events within the Park:
System
. Tactic 3.3b: Sponsor community events in partnership with community organizations
and private businesses.
Goal 4: Promote cultural, art, and historic resources through parks and
City programs
Strategy 4.1: Continue to evaluate needs for cultural arts programming.
. Tactic 4.1a: Work: with related interest groups to identify partnership opportunities
and to build a foundation for art awareness.
Strategy 4.2: Work with historical and cultural organizations to identify culturally
and historically significant landscapes.
. Tactic 4.2a: Examine sites and significant resources to create development themes
and interpretive materials to promote community awareness and appreciation
whenever possible.
. Tactic 4.2b: Develop cost analysis to obtain or enhance identified features.
. Tactic 4.2c: Include identified properties in future acquisition plans.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 5
Chapter 4: Goals, Strategies, and Tactics
. Tactic 4.2d: Conduct cultural and historic resource inventories for each design and
development of new parkJand.
Strategy 4.3: Develop a diversified cultural arts program that supports music, art,
and theatrical activities in order to increase community awareness, attendance, and
participation opportunities.
. Tactic 4.3a: Work: with local schools, business community, service groups, and local
artists to develop a series of programs.
Strategy 4.4: Reach out to minority groups through cultural arts programs
. Tactic 4.4a: Provide incentives to promote cultural celebrations and festivals.
. Tactic 4.4b: Survey minority groups on their interests and needs for a cultural arts
pro gram.
Strategy 4.5: Support opportunities that encourage or provide incentives for artists
and artworks within the community.
. Tactic 4.5a: Partner with local organizations and schools to host art exhibits or
design build art projects within the park: system.
Strategy 4.6: Protect and preserve unique cultural and natural resources within the
community.
. Tactic 4.6a: Designate areas of highest quality & cultural significance and work: to
acquire land if it is not already part of the Park: System.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 6
Chapter 4: Goals, Strategies, and Tactics
GoalS: Adopt sustainable environmental practices
Strategy 5.t: Evaluate need to implement sustainable city-wide operational
procedures
. Tactic 5.ta: Explore methods and costs oftransitioning to more sustainable
operational practices.
. Tactic 5.tb: Identity and research other communities that have already adopted
sustainable practices.
Strategy 5.2: Practice sustainable methods of managing open space.
. Tactic 5.2a: Investigate best management practices for maintenance procedures to
minimize environmental impacts.
. Tactic 5.2b: Become educated in sustainable practices to demonstrate proper
application techniques to maintenance staff
. Tactic 5.2c: Implement practices.
Strategy 5.3: Promote design standards that reflect sustainable methods of
construction, operations, and use of environmentally sound materials where feasible
and cost effective over time.
. Tactic 5.3a: Develop demonstration projects that utilize sustainable approaches to
construction and stewardship and interpret these sites to the public for educational
purposes.
. Tactic 5.3b: Conduct an energy audit on existing park: facilities and operational
methods
. Tactic 5.3c: Identify improvement areas and cost saving benefits associated with
more energy efficient upgrades.
. Tactic 5.3d: Utilize products that are made from recycled materials, have a long life
span, or come from a local source to encourage less maintenance and promote air
quality.
. Tactic 5.3e: Incorporate porous pavement and/or bio swales to minimize storm water
runoff and enhance water quality.
. Tactic 5.3g: Collaborate with the Environmental Advisory committee to achieve a
more sustainable City and park:, trail, and open space system.
Strategy 5.4: Promote multiple transportation
systems by promoting trail connectivity and
construction.
. Tactic 5.4a: Emphasize pedestrian spaces and
corridors through planning and signage.
. Tactic 5.4b: Pursue integrated transportation and
park: and trail planning within City departments.
. Tactic 5.4c: Require new development to
integrate sidewalk:s, open areas, trails, and
recreational opportunities in their design and
construction.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 7
Chapter 4: Goals, Strategies, and Tactics
Goal 6: Seek & support community involvement
Strategy 6.1: Establish an effective, ongoing means of communicating and
interacting with the public about issues related to parks, trails, recreational
programs, and development projects.
. Tactic 6.la: Utilize technology, community newsletters, and signage to communicate
with the broader public.
. Tactic 6.lb: Define and enforce rules and regulations concerning park: activities and
operations
. Tactic 6.lc: Develop adopt-a-park: programs, neighborhood watches, park: police
patrols, and other innovative programs that increase safety and security awareness
and visibility.
Strategy 6.2: Seek cultural diversity and develop methods to engage minority
populations.
Strategy 6.3: Use a variety of techniques to inform, involve, and collaborate with the
public.
. Tactic 6.3a: Identify the appropriate level of community involvement and result
desired for each public project.
Strategy 6.4: Advocate for greater public sector involvement throughout planning
processes and City Programs.
. Tactic 6.4a: Create public participation plans for public development projects to
ensure the inclusion of public feedback: in park: and trail planning.
. Tactic 6.4b: Promote community involvement by expanding the park: volunteer
program and partnering with local businesses to offer incentives for volunteers.
Strategy 6.5: Promote public investment in stewardship of open space lands.
. Tactic 6.5a: Work: with local environmental groups to create interpretive materials
and signage for natural resource sites to allow visitors to learn from these areas.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 8
Chapter 4: Goals, Strategies, and Tactics
Goal 7: Collaborate with adjacent and regional agencies.
Strategy 7.1: Maximize the recreational opportunities available to city residents
through the development of a fair and equitable working partnership between the
Shakopee School District, adjacent cities, townships, Scott County, the DNR,
USFWS, religious institutions, civic organizations, other organizations and the City
of Shakopee.
. Tactic 7.la: Identify organizations that may be interested in partnering to implement
plan objectives and common goals
. Tactic 7.lb: Initialize formal project specific partnerships with surrounding agencies,
schools, townships, counties, and community residents.
. Tactic 7.lc: Develop and maintain partnerships on an annual basis.
. Tactic 7.ld: Encourage the shared use ofpark:s and school facilities for community
recreation purposes and to maximize utilization of limited space.
. Tactic 7.le: Work: with the school district to identify opportunities for outdoor
classrooms and gathering spaces to facilitate environmental education for youth.
Goal 8: Design and develop facilities that are accessible and safe with
life-cycle features that account for long term costs and benefits.
Strategy 8.1: Design facilities to be accessible to individuals and organized groups of
all physical capabilities, skill levels, age groups, income, and activity interests
Strategy 8.2: Develop low maintenance and high capacity design standards and
capabilities to reduce overall facility maintenance and operation requirements and
costs.
. Tactic 8.2a: Budget for life cycle costs.
. Tactic 8.2b: Coordinate volunteer opportunities to maintain park: facilities and
promote a sense of ownership among neighboring residents.
Strategy 8.3: Establish design standards for parks, trails and facilities that
encourage durability, accessibility, and are responsive to unique site conditions.
. Tactic 8.3a: Implement the provisions and requirements of the ADA and other design
and development standards
. Tactic 8.3b: Evaluate existing park:s for ADA compatibility.
Strategy 8.4: Design all park facilities with commercial grade materials, fixtures, &
site furnishings.
. Tactic 8.4a: Create a standard specification of materials for new design and
development.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 9
Chapter 4: Goals, Strategies, and Tactics
Goal 9: Develop financing strategies to acquire land and develop the
park & trail system.
Strategy 9.1: Develop strategies to guide all aspects of land acquisition and
development to provide a park system that is sustainable over the long term.
. Tactic 9.1a: Annually revisit the park: plan goals and strategies to promote a
continued vision for the park: system.
Strategy 9.2: Use a variety of funding sources for acquisitions and development of
park and recreation facilities.
. Tactic 9.2a: Encourage the use of conservation easements in order to protect natural
resource lands or scenic views.
. Tactic 9.2b: Aggressively apply for grants whenever appropriate.
Strategy 9.3: Generate collaborative action among diverse stakeholders to
encourage and fund projects that support the park system.
. Tactic 9.3a: Advocate public-private partnerships for the purposes of acquiring lands
and constructing park: and trail facilities.
Goal 10: Develop financing strategies to maintain the park system and
renovate existing facilities.
Strategy 10.1: Encourage innovative methods to finance facility development,
maintenance, and park improvement needs.
. Tactic 10.la: Optimize programming opportunities by charging appropriate fees for
residents and non residents to gain dollars for park: operating costs.
. Tactic 10.lb: Identify opportunities to generate revenue through special use
recreational facilities and programs.
. Tactic 10.lc: Monitor and adjust the City's park: dedication fee program.
. Tactic 10.ld: Develop a comprehensive replacement program, maintenance
standards, and life cycle replacement costs.
. Tactic 10.le: Partner with corporate entities to develop park: and recreational
facilities.
Strategy 10.2: Utilize financial forecasting tools to prepare long term financial
management plans
. Tactic 10.2a: Build upon the current maintenance and operation plan to create
individual work: plans for each spark: site and prioritize appropriately.
City of Shakopee Parks, Trails, and Open Space Plan Chapter 4 - 10
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City ofShakopee Natural Resources Plan June 2008
NATURAL RESOURCES PLAN OVERVIEW
The Natural Resources Plan addresses the natural resources and environmental issues of
Shakopee. The natural resources element of the comprehensive plan includes topics such
as lakes and streams, wetlands, woodlands, upland vegetation, wildlife habitat,
endangered and threatened species, steep slopes and bluffs, recreational opportunities,
accessibility and natural resources corridors for residents, as well as public education.
RELATIONSHIP TO THE CITY VISION
The Shakopee Visioning Initiative was completed in 2005. This extensive process that
included citizens, elected officials, and staff supports the guiding principle of the plan.
Two goals supporting the vision and mission of the City include a High Quality of Life
and an Active and Healthy Community. Strategies to achieve these goals include Protect
the Environment, Foster Community Connections, and Enhance Physical, Mental, and
Spiritual Health. These goals and strategies relate to the following excerpt from the
Vision Statement and provide a basis for the Natural Resources Plan:
..... Where distinct neighborhoods and business areas connect with each
other through greenways and trails to protected natural habitat,
recreational attractions, and other destinations; and where the arts
deepen and enhance our community.
Where active, healthy, individual, and family lifestyles are
supported through varied recreational and educational opportunities;
where we demonstrate our commitment to youth; where both young and
old enjoy community gathering places; where neighbors of all
backgrounds respect and appreciate each other; and where diversity is
celebrated. . ...
The vision statement was created in part through a steering committee that was highly
aware of the natural beauty within their community, opportunities for a healthy lifestyle,
and the increasing diversity of their population. They strongly supported options that
foster community and a healthy lifestyle for all. They recognized that citizens of
Shakopee appreciate and value the high quality of life they find in Shakopee, and are
sincerely committed to maintaining this wonderful quality of life and sharing it with their
neighbors.
NATURAL SETTING
The natural features of Shakopee, which include the Minnesota River and adjacent
floodplain and bluffs, are central features that attracted early settlement and continue to
attract residents and businesses today. These natural features are important to Shakopee
City of Shakopee Natural Resources Plan June 2008
because they contribute to the community's identity and bring it recognition and because
they provide natural habitat, storm water management and flood control, contribute to air
purity, and increase property values.
As Shakopee becomes a more popular place to live, the environmental resources need
ever more protection and management. In order to protect these resources the City must
have policies and guidelines for natural features such as woodlands, wetlands, lakes and
streams, slopes, non-woody upland vegetation, wildlife habitat, and endangered species.
In addition, the plan needs to recognize special areas and issues that impact the natural
environment, and establish direction or guidelines to minimize negative impacts on the
environment.
In 2002, the City of Shakopee, in partnership with the Minnesota Department of Natural
Resources, commissioned a natural resources inventory using the Minnesota Land Cover
Classification System (MLCCS) for lands within the City of Shakopee, Jackson and
Louisville Townships. The document "Land Cover of Northern Scott County - A
Natural Resources Inventory of the City of Shakopee, Jackson and Louisville Townships"
was completed in September 2002, is adopted as an addendum to this Comprehensive
Plan, and is herein referred to as "the Natural Resources Inventory (NRI)."
To develop natural resources protection strategies and establish land use objectives, the
Natural Resources Inventory divided the study area into regions that have similar
physical context, land use, and remnant natural areas. A description of each region is
provided below:
1. Minnesota River Floodplain
. Land cover: mixture of floodplain, forests, backwater wetlands and agriculture
. Regional conservation corridor
. Majority of Northern Scott County's high quality natural areas are located
wi thin
. Majority of the region is protected (publicly owned, wetland laws, etc.)
. Habitat for game and non-game species
. Existing recreation and trail program established (Promote further and connect
to system)
2. Mining, Landfill, Transportation and Fallow Fields
. Land Cover: exposed earth (landfills, mining, compost), fallow grassland and
sprawling development south along u.S. Highway 169
. As the landfills fill-up and the aggregate mines run dry, there is potential for
reclamation and restoration
3. 3rd Floodplain Terrace Deciduous Forest
. Land Cover: agriculture, deciduous forest, and residential
. Large intact forest remain as a result of steep historic Minnesota River
floodplain terrace
. Forests are holding highly erodible slopes
City of Shakopee Natural Resources Plan June 2008
. Residential development is a threat to further forest fragmentation
4. Agricultural Plateau
. Land Cover: agricultural dominated with scattered residential
. Majority of pre-settlement vegetation has been removed or degraded
5. Lake District
. Land Cover: open water, wetlands, and residential development
. Recent low-density residential development has consumed majority of
lake shore
. More public ownership is needed for access to valuable resources
. Land practices and individual septic systems pose a severe threat to water
quality
. Scattered high quality forest and wetland natural areas
6. Agriculture - Wetland Interchange
. Land Cover: agriculture cropland with scattered lowland herbaceous and
shrubland wetlands
. Increasing residential development pressures
. High concentration of wetlands
7. The Plains
. Land Cover: agriculture cropland
. Except for the SW corner, the region is void of any significant natural
resources
. Very little elevation drop
. The Mdewakanton Sioux Community owns large portion of the region
8. 2nd Floodplain Terrace Deciduous Forest
. Land Cover: agricultural cropland, deciduous forest, and residential
. Forests are fragmented but many are very high in quality
. Converging deciduous forest of Maple- Basswood, Oak and Hickory
9. Development Pressure
. Land Cover: impervious surfaces, grasslands and forest
. Recent and ending developments have removed some of the highest quality
natural areas in Northern Scott County
. A few high quality Oak Forest and Savannas remain
10. Dean's Lake
. Land Cover: wetland, open water, woodland, and impervious surface
. Large wetland complex
. Majority regions remaining natural areas are protected (publicly owned,
wetland laws, etc.)
City of Shakopee Natural Resources Plan June 2008
11. Remnant Savanna/Man-made Lakes
. Land Cover: Fallow grasslands, open water, remnant savanna, and impervious
surfaces
. Unique region with a few landowners (utilities, mining, and shipping), and
contain high quality remnant savanna and man-made water bodies
12. Industry and Recreation
. Land Cover: high percentage of impervious surfaces and maintained
grasslands
. Contains low percentage and low quality natural areas
13. Early Successional Woodland
. Land Cover: Woodland, grasslands, and impervious surfaces
. Large percentage of undeveloped or fallow land
. Abandonment of use has resulted in colonization by pioneering and invasive
speCIes
. Low quality woodlands and grassland exists
14. Shakopee Core
. Land Cover: Impervious surfaces with scattered openings of maintained
grasses and trees
. 90% built out
These fourteen landscape delineations and the corresponding map are found in Chapter 5
of the Natural Resources Inventory (2002) document.
BACKGROUND AND CURRENT TRENDS
Based on the Marschner Map, which was created in 1929 and 1930 utilizing Public Land
Survey notes from 1847 through 1907 and landscape patterns, the landscape where the
current City of Shakopee is located consisted of river bottom forest, prairie, oak openings
and barrens, and big woods (oak, maple, basswood, and hickory). According to this map
most of Shakopee west of Dean Lake consisted of prairie. The majority of the landscape
north and east of Dean Lake consisted of oak openings and barrens. The remaining
landscape consisted of river bottom forest along the Minnesota River and big woods
south of the prairie and oak openings and barrens landscapes.
As time moved forward farming and industry lead to the establishment of the Shakopee
river town. During the past decade, Shakopee has faced the challenge of planning for
community infrastructure and natural resources in the midst of rapid urban growth.
Community growth has continued to occur at a high rate, and stress on infrastructure,
services, and the environment are apparent. More recently, growth has started to impact
the natural resources and environment within Shakopee and the surrounding area since
the completion of Highway 169 in 1996. Woodland areas have been lost, wetlands have
been impacted, erodible steep slopes are disturbed, sewage must be treated and released
City of Shakopee Natural Resources Plan June 2008
into the river, vehicles contribute to poor air quality, garbage is created, and wildlife
habitat is fragmented or lost. Natural resources within Shakopee have been impacted by
the increased development pressure.
To address the need to plan for, protect and manage the unique natural resources of
Shakopee, this Natural Resources Plan section has been incorporated into the
Comprehensive Plan. The plan carries forward many of the principles, goals, and
policies established in previous community planning documents as well as identifies new
tools and strategies to implement the goals and policies for protecting the environment.
SUPPORTING INFORMATION
In 2004 the City of Shakopee Environmental Advisory Committee began work on
developing a Natural Resources Corridor Map through a cooperative project of the Bush
Foundation and the Minnesota Department of Natural Resources. This process primarily
utilized the Natural Resources Inventory completed in 2002 as well as other available
natural resources information from local, state, and federal agencies. The Environmental
Advisory Committee completed work on the Natural Resources Corridor Map and it was
approved by the City Council on November 9,2005. In addition, the work completed by
the Environmental Advisory Committee was included as a case study in the Using
Natural Resources in Comprehensive Planning (2006): A companion to the Metropolitan
Council's Local Planning Handbook. This handbook was a multi-agency collaboration
created to assist any communities interested in including a natural resources element to
their comprehensive plans.
The purpose of the Natural Resources Corridor Map project was to identify and connect
the community's natural systems and areas. The goal of the project is to work with future
developers to preserve these valuable natural amenities for future generations to enjoy.
Natural Resources Corridors identify and connect the community's natural systems and
areas. These corridors provide habitat for the movement of wildlife and protection of
sensitive or rare natural resources. Natural Resources Corridors enhance the ecological
function and aesthetic quality of natural areas by interconnecting them, thereby
countering habitat fragmentation and loss. Additionally, Natural Resources Corridors can
link the major natural features to the local park system and established wildlife areas.
Shakopee staff and the Environmental Advisory Committee organized many workshops
to establish and review a methodology for the Natural Resources Corridor development
process. The following is a summary of this process:
1. Natural Resources Data Collection
The first step was collecting all available data pertaining to natural
resources within Northern Scott County. Much of the information was
obtained and available in the Natural Resources Inventory completed for
Shakopee, Jackson and Louisville Townships in 2002. Other information
City of Shakopee Natural Resources Plan June 2008
was obtained from Scott County, Minnesota DNR, local watershed
districts, and federal agencies and updating by the City.
2. Natural Resources Prioritization Matrix
Following the data collection process, a Natural Resources Prioritization
Matrix (NRPM) was developed to evaluate available data. The
Environmental Advisory Committee, along with staff, deliberated
extensively through many work sessions to finalize the following list of
sensitive natural features:
1. W oodland/F orested
2. Wetlands
3. Lakes/Streams
4. Slopes
5. Non-woody Upland Vegetation
6. Wildlife Habitat
7. Endangered Species
8. Recreational Opportunities
9. Infra-structure/ Accessibility
These nine natural features were analyzed further to determine what
criteria for each feature made the resource less or more important for
preservation. This process created a NRPM for each feature. The NRPM
criteria dissected a natural feature into different important elements.
For example, slopes are important in Shakopee because it is a riverfront
community. The NRPM criteria to evaluate slopes were determined to be
the following:
1. Percent Slope or Steepness
2. Length of Continuous Sloped Area
3. Presence of Native Species on the Slope Area
4. Erosion Potential of Soil in the Slope Area
NRPM criteria were developed for each of the nine natural features.
3. Natural Resources Analysis
The natural resources analysis, completed utilizing the NRPM, evaluated
each natural feature separately and assigned a numerical value based on
the NRPM criteria.
Quality Numerical Value
Good 1
Better 2
Best 3
City of Shakopee Natural Resources Plan June 2008
Again, using the slopes natural feature as an example, an area meeting all
of the following criteria would be the Best Quality Slopes and assigned a
numerical value of 3:
1. Greater than 18% slopes,
2. Greater than or equal to 1/8 mile,
3. High and medium quality woodlands based on the Natural
Resources Inventory,
4. Has the highest level of erosion potential based on the Scott
County Soil Survey information.
Following the natural resources analysis numerical values for the natural
features ranged from 0 to 21 out of a possible 27. Some areas had no
natural features, such as impervious parking surfaces, and other areas had
multiple natural features that overlapped, such as a forested wetland on a
slope, that created a score in excess of 3.
4. Natural Resources Corridor Map
Following the natural resources analysis, a Natural Resources Corridor
Map was created and evaluated. Revisions recommended by the
Environmental Advisory Committee were completed to the NRPM to
better reflect the natural resources corridors within Northern Scott County.
Based on these revisions the following numerical values were assigned an
overall quality for the map:
Numerical Value
2-4
5-8
9+
This map would become the map that defines the Northern Scott County
Natural Resources Corridors.
Following revisions to the map the natural features were not contiguous.
To address this, existing and proposed recreation, transportation, and
regional trail systems for the City of Shakopee and Scott County were
added to provide connections between the Natural Resources Corridor
areas. The inclusion of these trails on the map provides corridors
connecting the suitable habitats where sensitive natural resources areas
may not have connections. In areas where no planned trail connections
were planned but connections are logical, a very general corridor
connection was provided.
The Natural Resources Matrix was developed by staff and the Environmental Advisory
Committee to categorize the natural features based on various criteria related to the
feature. The document "Citv of Shakopee Natural Resources Prioritization Matrix" was
City of Shakopee Natural Resources Plan June 2008
completed in 2005, is included as an appendix to this Comprehensive Plan, and is herein
referred to as "the Natural Resourcess Prioritization Matrix or NRPM."
City of Shakopee Natural Resources Plan June 2008
NATURAL RESOURCES PLAN GOALS AND STRATEGIES
This section includes a discussion of the natural resources issues and a list of general
goals and strategies that direct the community in the management of natural resources
and protection of the environment.
Not all natural resources can be protected within the City. Natural resources such as
clean water and air have no boundaries. Choices made in how the City is developed and
how residents live day-to-day lives affect the quality of natural resources and the
environment. The City has developed the Natural Resources Corridor Design Criteria to
guide development within the corridor to ensure the natural heritage of the City is
preserved for future generations.
The following goals, strategies, and implementation measures are included in the
Comprehensive Plan to preserve, protect, restore, enhance, and manage natural resources
and the environment. A goal is a statement that describes in general terms the desired
future condition. A strategy is a course of action or rule of conduct to achieve the goals
of the Plan.
GOAL 1: Monitor, preserve, protect, improve, and restore lakes and streams to
improve the quality of water within and leaving the City of Shakopee.
Strategy 1.1: Require new development to utilize natural drainage
patterns and measures to minimize or trap pollutants before
they enter surface waters.
Strategy 1.2: Promote improvement of existing stormwater drainage
processes to reduce the volume of runoff and polluted
runoff by utilizing alternative storm water design methods
such as raingardens, green roofs, perVIOUS treatment
products, alternative parking lot designs, soft surface trails,
and reduced road widths.
Strategy 1.3: Reduce pollution by limiting the use of pesticides and
herbicides and encourage the use of alternative methods.
Strategy 1.4: Promote water conservation and quality through education
on the website, brochures, and public outreach
opportunities.
Strategy 1.5: Continue to implement the Shakopee Comprehensi ve
Water Resources Management Plan which includes water
resources management practices, guidelines, and programs
for managing storm water drainage, enhancing water
City of Shakopee Natural Resources Plan June 2008
quality, and controlling flooding through the development
review process and its capital improvement program.
GOAL 2: Preserve, protect, maintain, and enhance wetlands to provide
floodwater retention, ground water recharge, nutrient assimilation,
and wildlife habitat.
Strategy 2.1: Require lot sizes and development densities to be exclusive
of wetlands to protect these environmentally sensitive areas
from the encroachment of development.
Strategy 2.2: Require wetlands to be platted as outlots and be acquired
by or dedicated to the City consistent with high quality
subdivision design.
Strategy 2.3: Develop plans for the management of invasive and exotic
plant species in wetlands.
Strategy 2.4: Enforce the Shoreland and Floodplain Ordinances and the
Wetland Conservation Act.
GOAL 3: Preserve, protect, maintain, and enhance the woodlands to provide
healthy air quality, reduce urban warming, and increase habitat.
Strategy 3.1: Create a tree inventory of city trees requiring routine
maintenance.
Strategy 3.2: Continue replacement of trees removed within publicly
owned or managed lands.
Strategy 3.3: Recommend the use of techniques such as large lot zoning
or development clustering in areas having significant tree
cover in an effort to minimize the removal or disruption of
existing trees.
Strategy 3.4: Require subdivisions within wooded areas to be designed in
a manner that minimizes tree removal and loss through root
compaction, tree cuts, or diseases. Street layouts, lot
configurations, and building pad locations will be evaluated
through the development review process in an effort to
minimize the loss of significant trees.
Strategy 3.5: Promote the preservation of woodlands.
Strategy 3.6: Require the use of native shrubs and trees in the restoration
of the sites disturbed through development.
City of Shakopee Natural Resources Plan June 2008
Strategy 3.7: Protect Heritage Trees; deciduous trees with a diameter at
breast height equal to or greater than 24 inches.
Strategy 3.8: Implement the Shade Tree Disease Control and Prevention
and Tree and Woodland Management Ordinances.
GOAL 4: Preserve, protect, enhance, and restore non-woody upland native
vegetation areas for habitat diversity.
Strategy 4.1: Promote and support upland prairie and savanna restoration
programs and initiatives.
Strategy 4.2: Incorporate native seeding restoration and enhancement as
part of public and private projects to evaluate effectiveness
at reducing maintenance while increasing biodiversity.
Strategy 4.3: Enforce the Noxious Weed Law and Rules to eliminate,
reduce, or mitigate the effects of noxious weeds on area
lands.
Strategy 4.4: Promote local government and general public awareness
and education about invasive species.
GOAL 5: Protect and preserve area wildlife resources.
Strategy 5.1: Preserve existing wildlife habitat and travel corridors.
Strategy 5.2: Utilize conservation easements to enhance wildlife habitat.
GOAL 6: Preserve and protect native, threatened, endangered, and unique
plants and animals.
Strategy 6.1: Require development and redevelopment to be In
compliance with Minnesota's Endangered Species Statute
(Minnesota Rules, Chapter 6134 and 6212.1800 to
6212.2300, as amended) and the federal Endangered
Species Act of 1973.
Strategy 6.2: Maintain an updated inventory of the locations of species
considered endangered, threatened, and of special concern.
Strategy 6.3: Consider impacts on native threatened and special concern
species when reviewing land use developments.
City of Shakopee Natural Resources Plan June 2008
GOAL 7: Preserve, protect, and enhance steep slopes in or adjacent to bluffs for
the long-term sustainability of Shakopee's identity and reduce
potential erosion issues.
Strategy 7.1: Preserve steep slopes in their natural, vegetated state.
Strategy 7.2: A void excessive cut and fill of steep slopes.
Strategy 7.3: Design new roads and make improvements to existing
roads within the existing contours of the land.
Strategy 7.4: Utilize Best Management Practices at all times to provide
erosion control to disturbed steep slopes and at a minimum
address the National Pollutant Discharge Elimination
System (NPDES) requirements.
Strategy 7.5: Use buffers to preserve vegetation and reduce erosion.
GOAL 8: Provide recreational opportunities for natural resources observation
and interaction.
Strategy 8.1: Promote preservation of natural resources in or adjacent to
parkland.
Strategy 8.2: Support the construction of soft, permeable, low impact
trail systems in natural areas when feasible.
Strategy 8.3: Encourage the construction of trail connections linking
residents to parkland and natural resources.
Strategy 8.4: Create trail systems that provide open space wildlife
corridor connections between natural areas, when feasible.
Strategy 8.5: Acquire nature space and corridors using anyone or
combination of acquisition techniques.
GOAL 9: Develop and design a natural resources corridor system that
integrates the infra-structure system of the City as well as provides
easy access to natural resources amenities.
Strategy 9.1: Identify, inventory, and obtain easements to provide open
space, recreational, and wildlife connections between
natural resources.
Strategy 9.2: Limit construction or installation of structures on
easements to provide barrier free movement for wildlife.
City of Shakopee Natural Resources Plan June 2008
GOAL 10: Preserve, protect, restore, and enhance natural resources areas that
provide valuable wildlife habitat identified in the Natural Resources
Corridor to provide a barrier free corridor for wildlife and
recreation.
Strategy 10.1: Update the Natural Resources Corridor Map as new or
updated natural resources information becomes available.
Strategy 10.2: Implement the land use recommendations In the
Comprehensive Plan to improve land use patterns and
encourage Low Impact Development.
Strategy 10.3: Recognize the interrelationships of adjacent landscapes and
avoid fragmenting or altering areas identified as best
quality.
Strategy 10.4: Use all practicable methods for . . natural
IncreasIng
vegetative cover within City limits.
Strategy 10.5: Work with the County to promote a County-wide Natural
Resources Corridor system to protect natural resources,
provide recreational opportunities, and preserve the natural
heritage of the area.
Strategy 10.6: Work with private property owners to permanently
preserve or protect areas identified as best quality on the
Natural Resources Corridor Map.
Strategy 10.7: Ensure that development projects include provisions for
identifying and protecting areas identified on the Natural
Resources Corridor Map.
Strategy 10.8: Educate the community on natural resources management
concepts to facilitate optimal management of privately held
resources and public decision-making processes.
Strategy 10.9: Manage and enforce conservation easements to ensure land
use is consistent with intended easement.
Strategy 10.1 O:The City will preserve, protect, restore, and enhance the
natural resources according to current local, state, and
federal standards and regulations.
GOAL 11: Collaborate with adjacent jurisdictions to preserve, protect, restore,
and enhance natural areas.
City of Shakopee Natural Resources Plan June 2008
Strategy 11.1: Provide natural resources information to local jurisdictions.
Strategy 11.2: Promote the extension of the Natural Resources Corridor
into adjacent jurisdictions.
Strategy 11.3: Encourage the assistance of agencies and collaboration
with adjacent jurisdictions to preserve and acquire natural
resources areas that may serve outside of the City of
Shakopee.
GOAL 12: Be effective stewards of the land to create a sustainable environment.
Strategy 12.1: Encourage activities that conserve energy and result in
less/no pollution output such as waste reduction, recycling,
alternative transportation modes, alternative energy sources
and composting.
Strategy 12.2: Encourage and support compo sting by providing
appropriate sites and education for Shakopee residents.
Strategy 12.3: Support, provide, and encourage community efforts, such
as recycling, in environmental awareness through internal
and external communication and education.
Strategy 12.4: Develop sustainable design standards for development such
as Green Building.
Strategy 12.5: Reduce City government use of scarce and non-renewable
resources and actively support similar efforts throughout
the community.
Strategy 12.6: Work with development and redevelopment to reduce the
use of non-renewable resources and to reduce pollution.
City of Shakopee Natural Resources Plan June 2008
NATURAL RESOURCES PLAN TACTICS
This section describes the major actions involved in implementing the Natural Resources
Plan element of the Comprehensive Plan. The Natural Resources Plan tactics are
intended to guide the City Council, commissions, and staff in setting priorities for
budgeting and staff allocation.
Items identified as New are practices that will be implemented upon the adoption of this
plan. Items identified as Ongoing are practices that will continue to be implemented.
Future items will be completed when resources are available.
No. DESCRIPTION TIMELINE
Utilize Natural Resources Corridor Map - continue to update and
1 make use of the map in the review process to identify areas for Ongoing
preservation.
Preserve Best Quality Natural Resources Areas -preservation of
best quality natural resources areas through:
2 a) Natural Resources Corridor Design Criteria Ongoing
b) Conservation easements
c) Selected acquisition of sites identified as Best Quality
d) Working with Park and Recreation on Open Space Plan
Create Natural Resources Corridors - continue to work with
3 developers to create a barrier free system of trails, parks, open Ongoing
space, and conservation easements for recreational and wildlife
movement and protection of natural resources.
Manage City-owned Natural Areas - Develop and apply a
4 management plan for natural areas within park, open space, and Ongoing
conservation easements.
Manage the Urban Forest - continue to enforce the Shade Tree
5 Disease Control and Management Ordinance, Tree Management Ongoing
Ordinance, and Natural Resources Corridor Design Criteria for the
City.
Manage Boulevard Trees - obtain GPS equipment to inventory
6 boulevard trees to assist the public works department In New
maintenance, removal, and replacement of trees.
7 Protect Wetlands - continue to enforce the Wetland Conservation Ongoing
Act (WCA) and Natural Resources Corridor Design Criteria.
Monitor the Quality of Lakes and Streams - continue to
8 participate in efforts such as the Citizen-assisted Monitoring Ongoing
Program (CAMP) and working with the County to monitor lake and
stream water quality.
Noxious and Invasive Weed Control - continue to work with the
9 County to coordinate noxious weed control and coordinate invasive Ongoing
weed control according to approved management plans.
City of Shakopee Natural Resources Plan June 2008
Educate the Public - continue to update the website, participate in
environmental education opportunities, and utilize a variety of
10 mechanisms such as local newspapers and organizations. This Ongoing
includes working with local businesses and other entities in
environmental inititatives.
Protect Bluffs and Steep Slopes - continue to work with the Scott
11 WMO to enforce Natural Resources Corridor Design Criteria to Ongoing
protect bluffs and steep slopes. Pursue preservation of bluff along
the south side of Dean Lake.
Participate in Vegetation Restoration Projects - create prairie
12 restoration sites and evaluate effectiveness at reducing erosion and Ongoing
maintenance.
13 Update the Natural Resources Inventory - continue to update the Ongoing
inventory when new aerial photos and funding are available.
14 Create Reforestation Program - create a tree planting program to Ongoing
assist residents in purchasing and planting trees.
Revise Grass and Weeds on Private Property Ordinance - revise
15 ordinance to allow areas where native grasses and/or forbs have Future
been planted such as prairie plantings and raingardens.
16 Revise Fire Ordinances - revise ordinances to allow maintenance Future
of natural or restoration areas using prescribed fires.
Sustainable Building and Design - the City should lead by
17 example implementing and promoting sustainable design practices New
such as energy efficient heating, lighting, and cooling, daylighting,
building orientation, using recycled building materials, etc.
Impervious Surface Reduction - develop strategies to reduce the
18 amount of . . surface during development and New
ImperVIOUS
redevelopment.
City of Shakopee Natural Resources Plan June 2008
NATURAL RESOURCES PLAN TABLES
Table 1: Northern Scott County Natural Resources Inventory
Levell Summary - Summer 2002
Acres 0/0 of Coverage
Artificial Surfaces & Associated Vegetation 10,428 32.0 65.0
Planted or Cultivated Vegetation 10,749 33.0
Forest 3,849 11.8
Woodland 956 3.0
Shrubland 372 1.1 35.0
Herbaceous Vegetation 3,642 11.2
Nonvascular 0 0.0
Sparse Vegetation 83 0.3
Open Water 2,472 7.6
Total 32,551 100 100
Source: Land Cover of Northern Scott County - A Natural Resources Inventory of the City of Shakopee.,
Jackson and Louisville Townships, September 2002, p. 2.
Table 2: Shakopee Natural Resources Inventory
Levell Summary - Summer 2002
Acres 0/0 of Coverage
Artificial Surfaces & Associated Vegetation 7,514 40.9 69.9
Planted or Cultivated Vegetation 5,326 29.0
Forest 1,683 9.3
Woodland 297 1.6
Shrubland 192 1.0 30.1
Herbaceous Vegetation 2,452 13.3
Nonvascular 0 0.0
Sparse Vegetation 0 0.0
Open Water 905 4.9
Total 18,369 100 100
Source: Land Cover of Northern Scott County - A Natural Resources Inventory of the City of Shakopee.,
Jackson and Louisville Townships, September 2002, p. 14.
City of Shakopee Natural Resources Plan June 2008
Table 3: Jackson Township Natural Resources Inventory
Levell Summary - Summer 2002
Acres 0/0 of Coverage
Artificial Surfaces & Associated Vegetation 1,037 21.8 71.8
Planted or Cultivated Vegetation 2,377 50.0
Forest 531 11.1
Woodland 54 1.1
Shrubland 109 2.3
Herbaceous Vegetation 400 8.5 28.2
Nonvascular 0 0.0
Sparse Vegetation 0 0.0
Open Water 246 5.2
Total 4,754 100 100
Source: Land Cover of Northern Scott County - A Natural Resources Inventory of the City of Shakopee.,
Jackson and Louisville Townships, September 2002, p. 14.
Table 4: Louisville Township Natural Resources Inventory
Levell Summary - Summer 2002
Acres 0/0 of Coverage
Artificial Surfaces & Associated Vegetation 1,872 19.8 52.1
Planted or Cultivated Vegetation 3,053 32.3
Forest 1,626 17.2
Woodland 614 6.5
Shrubland 71 0.8
Herbaceous Vegetation 1,175 12.5 47.9
Nonvascular 0 0.0
Sparse Vegetation 83 0.9
Open Water 934 10.0
Total 9,428 100 100
Source: Land Cover of Northern Scott County - A Natural Resources Inventory of the City of Shakopee.,
Jackson and Louisville Townships, September 2002, p. 14.
City of Shakopee Natural Resources Plan June 2008
NATURAL RESOURCES PLAN ATTACHMENTS
Attachment A Natural Resources Prioritization Matrix
Attachment B Natural Resources Corridor Map
City of Shakopee Natural Resources Plan June 2008
DEFINITIONS
Best Management Practices are sediment and erosion control mechanisms used to
protect waterbodies from stormwater related pollution.
Bluff means a topographic feature such as a hill, cliff, or embankment having the
following characteristics:
1. The slope rises at least twenty-five (25) feet in elevation above the toe of the
bluff;
2. The grade of the slope from the toe of the bluff to a point twenty five (25) feet
or more above the toe averages 18% or greater.
3. Any area with a horizontal distance of 50 feet (perpendicular to the slope
contour) that has an average slope less than 18% is not considered part of the
bluff.
Bluff impact zone means a bluff and land located within fifty (50) feet from the top or
the toe of a bluff.
Buffer is an area of natural, unmaintained, vegetated ground cover abutting or
surrounding a wetland, watercourse, waterbody, habitat area, or other natural feature.
Conservation Easement is a City approved legal agreement processed by the County for
an easement over, above, and below a parcel of land to permanently protect the
environmental value of the land. The land may continue to be privately owned, but if the
land is sold or passed to heirs the easement remains in effect with the land.
Diameter at Breast Height, or DBH, means the length of a straight line through the
trunk of a tree (in inches) measured at fifty-four (54) inches above the ground from the
uphill side of the tree.
Easement means a limited property right to make use of a parcel or lot owned by another
person, such as a drainage and utility easement or conservation easement.
Endangered Species is a species threatened with extinction throughout all or a
significant portion of its range in Minnesota.
Heritage Tree means a tree that has all of the following characteristics:
1. Is a deciduous tree;
2. Has a DBH equal to or greater than twenty-four (24) inches (a lesser size tree may
be considered to be a Heritage Tree if it is a rare species or can be utilized as a focal
point in the project);
3. Has a life expectancy of greater than ten (10) years; and
4. Has structural integrity and shows no visible defects that would cause it to be
classified as a Hazard Tree;
City of Shakopee Natural Resources Plan June 2008
High quality vegetation means those areas identified in the Scott County MLCCS land
cover survey with native vegetation and rated as "better" or "best" sites in the Shakopee
Natural Resources Corridor maps.
Invasive species are plants or animals that have been introduced, or moved, by human
activities to a location where they do not naturally occur and cause ecological or
economic problems.
Low Impact Development is a design strategy with the goal of maintaining or
replicating the pre-development hydrologic regime through the use of design techniques
to create a functionally equivalent hydrologic site design.
Minnesota Land Cover Classification System (MLCCS) means the land cover
classification system created by the Minnesota Department of Natural Resources and the
completed land cover survey data collected and mapped by Scott County consistent with
the MLCCS. The classification system consists of five hierarchical levels. Levels 1, 2,
and 3are a hybrid based on the National Vegetation Classification System and the
Minnesota Natural Heritage plant communities data. Levels 4 and 5 use the Minnesota
Natural Heritage system to more explicitly identify plant community types.
Natural Resources Corridor (NRC) is a connection of the natural features according to
the analysis completed utilizing the Natural Resources Prioritization Matrix (See
Attachment A). The resulting map of this analysis is the basis for many of the goals and
strategies of the plan.
Natural Resources Corridor Map refers to the most recent version of the Shakopee
Natural Resources Corridor map approved by the Shakopee City Council.
Natural Resource Prioritization Matrix (NRPM) refers to the matrix system created
by the Shakopee Environmental Advisory Committee to evaluate natural features for the
creation of the Natural Resources Corridor map. The NRPM is included in the Natural
Resources Plan component of the Comprehensive Plan.
Natural Resources Inventory (NRI) refers to the Minnesota Land Cover Classification
System data collected in 2002 for Northern Scott County.
Natural features are the natural resources evaluated as part of the Natural Resources
Corridor mapping project by the Environmental Advisory Committee.
Native vegetation means plants and plant communities that occur naturally in the
Shakopee area.
Non-woody Upland Vegetation is a natural feature evaluated as part of the Natural
Resources Corridor Map and consists of herbaceous grasses and forbs i.e. prairie or
savanna.
City of Shakopee Natural Resources Plan June 2008
Noxious weeds are annual, biennial, or perennial plants that the commissioner designates
to be injurious to public health, the environment, public roads, crops, livestock, or other
property.
Recreation opportunities means an area that provides residents recreating an
opportunity to interact with natural resources in the Natural Resources Corridor.
Steep slope means land where Development is either not recommended or described as
poorly suited due to slope steepness and the site's soil characteristics, as mapped and
described in soil surveys, permit application information, or other technical reports.
Where specific information is not available, steep slopes are lands with average slopes
over 10%, as measured over horizontal distances of fifty (50) feet or more, that are not
bluffs.
Special Concern Species is a species not listed as endangered or threatened, but is
considered extremely uncommon in Minnesota or has unique or highly specific habitat
requirements and deserves careful monitoring of its status. Species on the periphery of
their range that are not listed as threatened may be included in this category along with
those species that were once threatened or endangered but now have increasing or
protected, stable populations.
Threatened Species is a species likely to become endangered within the foreseeable
future throughout all or a significant portion of its range within Minnesota.
Wetland means the lands transitional between terrestrial and aquatic systems as defined
in the Minnesota Wetland Conservation Act (WCA).
Wetland Conservation Act (WCA) became effective January 1, 1992, to A) achieve no
net loss in the quantity, quality, and biological diversity of Minnesota's existing
wetlands; B) increase the quantity, quality, and biological diversity of Minnesota's
wetlands by restoring or enhancing diminished or drained wetlands; C) avoid direct or
indirect impacts from activities that destroy or diminish the quantity, quality, and
biological diversity of wetlands; and D) replace wetland values where avoidance of
activity is not
City of Shakopee Natural Resources Plan June 2008
ATTACHMENT A
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COMPREHENSIVE WATER RESOURCE
MANAGEMENT PLAN
FOR THE CITY OF
SHAKOPEE, MINNESOTA
JANUARY 2007
PREPARED BY:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
(763) 541-4800
(763) 541-1700 (Fax)
I hereby certify that this plan, specification, or report was prepared by
me or under my direct supervision and that I am a duly licensed
Professional Engineer under the laws of the State of Minnesota.
Todd E. Hubmer, P.E.
Reg. No. 24043
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN CERTIFICATION
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007
T ABLE OF CONTENTS
TITLE PAGE
TABLE OF CONTENTS
LIST OF FIGURES
LIST OF TABLES
LIST OF APPENDICES
I. INTRODUCTION AND PURPOSE
II. EXECUTIVE SUMMARY
III. LAND AND WATER RESOURCE INVENTORY
IV. ESTABLISHMENT OF GOALS AND POLICIES
V. PROBLEMS AND CORRECTIVE ACTIONS
VI. IMPLEMENTATION PRIORITIES/IMPLEMENTATION PROGRAM
VII. FINANCIAL CONSIDERATIONS
VIII. AMENDMENT PROCEDURES
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN TABLE OF CONTENTS
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007
LIST OF FIGURES
FIGURE PAGE
NO. NO.
11-1 Watershed Management Organizations/Watershed District Boundaries
111-1 100- Year 24-Hour Rainfall Map
111-2 Annual Normal Precipitation Map
111-3 City Location Map
111-4 Subwatershed Delineation
111-5 National Wetland Inventory
111-6 DNR Public Waters/Wetlands
111-7 Water Resource Problem Areas
111-8 1 DO-year Floodplain Map
111-9 Water Quality Monitoring Locations
111-10 Groundwater Appropriations
111-11 Hydrologic Soil Classification
111-12 Land Use Map
111-13 Natural Resource Corridor Map
111-14 Pollutant Source Location Map
111-15 Steep Slope Location Map
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN LIST OF FIGURES
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007
LIST OF TABLES
TABLE SECTION
NO. NO.
111-1 Average Monthly Temperature, Precipitation, and Snowfall Data
for Minneapolis/St. Paul Metropolitan Area
VII -1 Capital Improvements Projects
VII -2 Water Resource Management Operation and Maintenance Programs
VII -3 Water Resource Management Studies
VII - 4 Summary
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN LIST OF TABLES
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007
LIST OF APPENDICES
A Water Resource Related Agreements
B Hydrologic/Hydraulic Model
C FEMA Flood Insurance Study
0 Ordinances
E Permitting Process and Information
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN LIST OF APPENDICES
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007
SECTION I
I. EXECUTIVE SUMMARY
This Comprehensive Water Resource Management Plan for the City of Shakopee
replaces the 1998 Comprehensive Stormwater Management Plan which has been
updated to incorporate new information and policies that have been developed since the
adoption of the 1998 Plan. This updated plan has been developed to meet the local
watershed management planning requirements of the Metropolitan Surface Water
Management Act. It has also been developed to be in conformance with the needs and
requirements of various water management organizations, Scott County programs,
Metropolitan Council requirements, Scott County Soil and Water Conservation District
guidelines, and state and federal laws. This document and its referenced literature is
intended to provide a comprehensive inventory of pertinent water resource related
information that affects the City of Shakopee.
Section II
Section II of this plan provides an introduction and purpose. The Water Resource
Management Plan has been developed to provide the City with direction concerning the
administration and implementation of water resource activities within the City. This plan
is intended to meet the requirements for a local watershed management plan as
required by the Metropolitan Surface Water Management Act and be in conformance
with Board of Water and Soil Resources (BWSR) Rules Chapter 8410. This section also
lists the personnel contacts involved in the assistance and implementation of this plan.
Section III
Section III of this plan provides an inventory of land and water resources within the City
including a general description and summary of data related to precipitation, geology,
topography, flood problem areas, existing flood insurance studies, shoreline ordinances,
surface and ground water appropriations, ground water, soils, land use, public utilities
services, public areas for water-based recreation and access, fish and wildlife habitat,
unique features, scenic areas and pollutant source locations within the City.
This section contains general summary information about the soils within the City,
fishery information, historical sites, and the location of various pollutant sources. A
number of maps were also developed as part of the Plan to assist in summarizing this
information.
Section IV
Section IV of this plan outlines water resource management related goals and policies
of the City. Goals and policies have been developed for the City concerning water
quantity, water quality, recreation, fish and wildlife management, enhancement of public
participation, information and education, ground water, wetlands, and erosion.
Section V
Section V of this Plan provides an assessment of the existing and potential water
resource related concerns within the City. These concerns were identified based on an
analysis of the land and resource data collected as part of this plan preparation and
through public input. This section summarizes the problems and corrective actions that
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION I
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
were identified through this process.
Section VI
Section VI outlines implementation priorities and develops an implementation program.
This section contains a prioritized listing of the studies, programs and capital
improvements that have been identified as necessary to respond to the water resource
needs within the City. The implementation period identified within this report for the
programs, studies and capital improvements is from the year 2006 through 2015. This
plan is to be used for planning purposes only. Detailed feasibility analysis has not been
completed to develop this section; therefore, cost estimates are subject to change and
updates as more detailed information is obtained.
Section VII
Section VII discusses the financial considerations of implementing the proposed
regulatory controls, programs and improvements, which have been identified in this plan
and their financial impact on the City. Funding sources available for implementing the
policies and corrective actions identified within this plan are identified. Other possible
funding sources for the implementation of this plan include special assessments and
grant monies, which may be secured from various local, regional, County, State or
Federal agencies. These other funding sources will be necessary to aggressively
implement the Plan.
Section VIII
Section VIII discusses the procedures to be followed in the event this Plan is amended.
Once this Plan is approved, no significant changes to this plan can be facilitated without
the approval of the proposed revisions by the Watershed Management Organizations
and Districts within the City that are affected by the change. Significant changes to the
plan shall be made known to the Mayor, City Council, City Staff, the Metropolitan
Council, and the affected Watershed Management Organizations and Districts within the
City.
ADDendices
Appendices are included in the back of the plan and contain a variety of background
information. These documents are included because they provide supporting
information to the main body of the plan, are useful information, and/or are required by
Minnesota Rules.
Additional material is referenced within this report and is available at the City.
This Water Resource Management Plan will be in effect through the year 2015, at which
time this plan will be updated. However, if significant changes to the plan are deemed
necessary prior to that date the City may revise this plan in its entirety.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION I
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 2
SECTION II
II. INTRODUCTION AND PURPOSE
A. General
This Water Resource Management Plan has been developed to provide the City of
Shakopee with direction concerning the administration and implementation of all
water resource management activities within the City of Shakopee. The plan is
intended to meet the requirements for a local watershed management plan as
required by the Metropolitan Surface Water Management Act and be in conformance
with BWSR Rules Chapter 8410.
In addition to being in conformance with the above state law, this plan has also been
developed to meet the needs, requirements, and direction outlined in the following:
1. The Lower Minnesota River Watershed District Plan
2. The Prior Lake - Spring Lake Watershed District Plan
3. The Scott County Watershed Management Organization Plan
4. State Laws and Rules concerning wetland management as outlined in the
Wetland Conservation Act of 1991
5. State and Federal laws regarding the need to secure a National Pollutant
Discharge Elimination System (NPDES) permit
6. Applicable erosion control and soil loss guidelines
This plan incorporates the approaches and direction provided in the programs and
documents listed above into a comprehensive plan that can be consistently applied
across the City.
B. Personnel Contacts
To implement this plan, a coordinated water resource management approach
must be used. This approach utilizes the services of staff personnel within the
City and surrounding communities as well as staff personnel associated with the
various watershed districts and water management organizations having
jurisdiction over areas within the City. The watershed districts and watershed
management organizations having jurisdiction in the City are shown on
Figure 11-1.
The primary implementation responsibility will lie with the appropriate staff
members at the City. Assistance from the surrounding municipalities and Water
Management Organizations will also be expected. Outlined below are the
names, addresses, and telephone numbers for personnel having responsibilities
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION II
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
for overseeing or implementing various aspects of the Stormwater Management
Plan.
City of Shakopee:
Bruce Loney
Public Works Director, City of Shakopee
129 Holmes Street
Shakopee, MN 55379-1376
(952) 233-9361
Lower Minnesota River Watershed District
Terry Schwalbe
1600 Bavaria Road
Chaska, MN 55318
(952)227 -1037
Prior Lake - Sprina Lake Watershed District
Shannon Lotthammer
15815 Franklin Trail SE, Suite 100
Prior Lake, MN 55372-2926
(952) 447-4166
Scott Watershed Manaaement Oraanization
Paul Nelson
200 Fourth Ave West - Room A200
Shakopee, MN 55379
(952) 496-8054
Metropolitan Council
Jack Frost
230 East 5th St
St. Paul, MN 55101
(651) 602-1078
c. Water Resource Related Aareements
The City of Shakopee has entered into a number of water resources related
agreements that govern in part how the City must manage its water resources.
These agreements include joint powers agreements between the City and
Watershed Management Organizations having jurisdiction within its boundaries,
agreements between the city and adjoining communities, or agreements it may
have with other governmental units or private parties. Listed below is a
description of the water resource related agreements which the City has entered
into. A copy of these agreements or appropriate portions thereof, are included in
Appendix A.
1. Joint Powers Agreement for Prior Lake Outlet Channel
2. Joint Powers Agreement between the City of Shakopee and the City of
Savage relating to stormwater management planning within the Eagle
Creek Watershed.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION II
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 2
3. City of Shakopee, Prior Lake-Spring Lake Watershed District and
Shakopee Mdewakanton Sioux Community agreement for maintenance of
PLSL Outlet Channel.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION II
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 3
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SECTION III
III. LAND AND WATER RESOURCE INVENTORY
As required by the Metropolitan Surface Water Management Act, this section of the plan
provides a general description and summary of the climate, geology, surficial topography,
surface and groundwater resource data, soils, land use, public utilities services, water based
recreation, fish and wildlife habitat, unique features, scenic areas, and pollutant sources. This
section also identifies where detailed information can be obtained for many of these areas of
concern.
A. Precioitation
The climate within the Minneapolis/St. Paul metropolitan area is described as a
humid continental climate with moderate precipitation, wide daily temperature
variations, warm humid summers and cold winters. The total average annual
precipitation is approximately 27 inches of which approximately 1/3 occurs in the
months of June, July and August. The annual snowfall average is about 56
inches. The average monthly temperature, precipitation, and snow fall are
included in Table 111-1. Figures 111-1 and 111-2 provide the 100-year, 24-hour
rainfall and the annual normal precipitation within the State of Minnesota. Other
additional climatological information for the area can be obtained from the U.S.
Weather Bureau Technical Paper 40.
B. Geoloav and Toooaraohic Information
1. Geology:
The City of Shakopee is located in northern Scott County and borders the
Minnesota River (Figure 111-3). The general geology of the City and to a
greater extent the areas within Scott County has been studied and the
results outlined in the Scott County Geologic Atlas. The study provides
information on the geology and hydrogeology for areas within the City of
Shakopee.
The document indicates that the bedrock within the City of Shakopee is of
the Prairie du Chien, Jordan Sandstone, St. Lawrence formation, and the
Franconia formation. The bedrock elevations can vary depending on type
from 450 feet to 750 feet above sea level. The surficial geology for the City
varies in depth over the bedrock formations as a result of the cover being
outwash deposits.
The City contains four surficial geologic regions. The first region is the
lower terrace. The lower terrace lies 30 to 50 feet above the present flood
plain of the Minnesota River. This terrace is cut in the outwash deposit of
ice-contacted stratified drift, till and bedrock. The second geologic region is
the middle terrace. This is very similar to the lower terrace but is 75 to 115
feet above the present flood plain of the Minnesota River. The third
geologic region is the upper terrace. It is again very similar to the lower
terrace, but its surface is 120 to 180 feet above the present flood plain and
the terrace is not cut into the bedrock. The fourth terrace lies above the
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
upper terrace and is comprised of till forming irregular hills. These irregular
hills typically have a relief range of 15 feet to 60 feet.
Additional geologic information for areas within the City of Shakopee can be
found in the Scott County Geologic Atlas which can be obtained at the
Water Resource Library at Shakopee City Hall.
Table III - 1. Average Monthly Temperature, Precipitation, and Snowfall Data
(Source: Minnesota State Climatology Office)
Months Average Precipitation Snowfall
Temp (Fo) (MSP Airport) (inches)
January 12.2 0.83 12.5
February 18.2 0.85 9.2
March 31.0 1.60 11.6
April 46.4 2.17 3.6
May 58.5 3.38 0.1
June 68.2 4.17 0.0
July 73.6 3.55 0.0
August 70.5 3.40 0.0
September 60.5 2.89 0.0
October 48.8 2.01 0.4
November 33.1 1.45 7.3
December 17.9 0.94 11.3
Totals 44.8 27.24 56.0
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 2
:lA
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Figure 111-1. 1 % Chance Rainfall Event in 24-hours within the State of Minnesota
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 3
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COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 4
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2. Topography:
Stormwater generated from areas within the City is generally directed from
the south to the north into the Minnesota River. The specific drainage
patterns which depict topography for areas within the City are shown on the
subwatershed delineation map on Figure 111-4. As can be observed from
the subwatershed delineation map, the City is divided into six watersheds
as follows:
. Mill Pond Watershed
. Blue Lake Watershed
. Eagle Creek Watershed
. Rice Lake Watershed
. Minnesota River Watershed
. Sand Creek Watershed
The Minnesota River on the northern City border is the low point of the City
at approximately 700 feet above sea level. The high point for the City of
Shakopee is located on the southern border with an approximate elevation
of 1050 feet above sea level.
c. Surface Water Resource Data
Available surface water data within the watershed is summarized within this
section. Detailed information has been included either in the appendices to this
report or has been identified by reference and is available in the Water Resource
Library at the City Hall.
1. Wetland Inventory:
The City contains over 200 wetlands of various sizes and types. These
wetlands have been identified by the U. S. Fish and Wildlife Service utilizing
aerial photography as the inventory resource. Each area that appeared to
be wetland on the aerial photo was mapped and a National Wetland
Inventory (NWI) was created. The Department of Natural Resources (DNR)
has also completed an inventory of the Public Waters and Wetlands. The
NWI map is shown on Figure 111-5 and the DNR Public Waters Map is
shown on Figure 111-6.
2. Major Bodies of Water
There are several major bodies of water that convey and store water within
the City. These water bodies include:
. Minnesota River
. Dean Lake
. Blue Lake
. Fisher Lake
. Lake O'Dowd
. Prior Lake-Spring Lake Outlet Channel
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 6
3. Hydrologic System:
Figure 111-4 shows the subwatersheds within the City along with the location
of the trunk conveyance system that hydraulically connects the retention
basins.
The City contains six distinct watersheds. The Mill Pond Watershed
receives stormwater run-off from western Shakopee and eastern Jackson
Township. This watershed drains approximately 14.3 square of Shakopee
and Jackson Township. This watershed generally carries water from the
south to the north discharging into the Minnesota River at the Mill Pond via
overland flow and within the Upper Valley Drainageway.
The Blue Lake Watershed receives stormwater run-off from the eastern two-
thirds of Shakopee and from portions of Prior Lake. This watershed
generally carries water from the south to the north through Deans Lake
outletting into Blue Lake which discharges to the Minnesota River. The
Prior Lake -Spring Lake outlet channel is the primary conveyance route to
Blue Lake for this watershed. The outlet channel directs water from Prior
Lake to the north through Pike Lake and then to Shakopee via Deans Lake
and the Deans Lake bypass channel. The outlet channel eventually
discharges water to Blue Lake and the Minnesota River. The Prior Lake-
Spring Lake Outlet is managed through a Joint Powers Agreement
(Appendix A) by the Cities of Prior Lake, Shakopee, the Mdewakanton
Sioux Community, and the Prior Lake-Spring Lake Watershed District.
The Sand Creek Watershed receives water from several municipalities and
townships located south and west of Shakopee. Shakopee contributes
approximately 1,000 acres in south Central Shakopee to the Sand Creek
Watershed. This watershed carries water from southern Shakopee to the
southwest into the Sand Creek conveyance system and ultimately
discharges into the Minnesota River.
The very eastern edge of Shakopee, which borders the City of Savage, is
drained by two separate watersheds. The first watershed directs water
northeasterly through the intersection of T.H. 169 and County Road 18 then
flows to the east into Rice Lake. This watershed is denoted as RL 2 or Rice
Lake 2. This watershed consists of 320 acres and is drained as part of the
T.H. 169 bypass drainage system. The second watershed directs water
easterly to Eagle Creek in the City of Savage. These subwatersheds are
noted at EC 1 through EC 22.
All areas within the City have been hydraulically modeled. As part of this
modeling effort, watershed areas were delineated, existing and proposed
stormwater retention and treatment facilities were defined, and a
hydrologic/hydraulic analysis was performed to quantify the 1-year and 100-
year peak discharge rates, storage requirements, and other pertinent
hydrologic/hydraulic information for the stormwater retention areas and
trunk conveyance systems within the City. Results of this modeling effort
are included in Appendix B.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 7
The hydraulic modeling effort was completed in compliance with the Lower
Minnesota River Watershed District, Prior Lake-Spring Lake Watershed
District, and Scott County Watershed Management Organization Plans.
The hydrologic modeling for the City was completed using the following
criteria:
. The peak rate of stormwater run-off entering the City from Jackson
Township was limited to either 1/3 cfs per contributing acre of drainage
area or pre-settlement discharge rates.
. The peak discharge rate from subwatersheds within the City was limited
to at least 1/3 cfs per contributing acre of drainage area for Mill Pond,
Eagle Creek, Minnesota River, Rice Lake, Sand Creek, and Blue Lake
Watershed from Deans Lake to the Minnesota River. The Blue Lake
watershed upstream of Deans Lake was limited to 0.1 cfs/acre of
contributing drainage area. In areas where adequate stormwater
storage is available in the form of natural wetlands and depressions the
peak discharge rates were limited to the average daily run-off rate of a
1 D-day, 1 DO-year run-off event. Further discussion of allowable peak
discharge rates is included in Section IV.
. Storm water storage was provided to accommodate the run-off
generated from a 1 DO-year 24-hour storm event above the retention
outlet elevation, while allowing a peak discharge rate of no greater than
1/3 cfs per acre of contributing drainage area.
. Storage was modeled either with off-line or in-line storage. Off-line
storage is defined as ponds which store and treat stormwater run-off
prior to discharging into main conveyance systems. On-line storage is
defined as ponds that store and treat storm water runoff within the main
conveyance system. The modeled retention ponds were a total of 8 feet
in depth with 4 feet of depth below the invert of the outlet and 4 feet of
allowable bounce above the outlet in a 24-hour 1 DO-year storm event.
. In-line storage was utilized only where large natural retention areas
were available or where storage was available in a mainline ditch.
In addition to the TR-20 based model, a HEC-2 water surface profile model
for the main line ditch north of TH 169 was created and the results are
shown in Appendix B. Additional information on the water surface profile
program and the information and data used to establish this water surface
profile is shown in Appendix B.
D. Flood Problem Areas
A review of past City records and/or studies has identified a number of areas that
have been reported to have flood or drainage problems during various rainfall
events. The location of these water resource problem areas is shown in Figure 111-
7. Section V contains a listing of the areas of concern and a brief description of
the problem if available.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 8
E. Existina Flood Insurance Studies
A Federal Emergency Management Agency (FEMA) Flood Insurance Study (FIS)
was completed for areas within the City of Shakopee along the Minnesota River.
Included in the FIS is a flood plain study of the Minnesota River completed by the
United States Department of Interior. The results were outlined in a report entitled
"Flood Plain Areas of the Lower Minnesota River" dated 1973. This report
identified the boundaries of the floodway and floodplain. A flood insurance study
for the City of Shakopee dated March 1989 provides flood information for
properties along the Minnesota River. A copy of this flood insurance study is
included in Appendix. Figure 111-8 shows the 1 DO-year floodplain within the City.
Copies of publications containing flood insurance information are available in the
Water Resource Library at the Shakopee City Hall.
F. Water Qualitv Data
Water quality monitoring within the City has been undertaken in the past by the
Metropolitan Council, the Minnesota Pollution Control Agency, the Minnesota
Department of Natural Resources, the Lower Minnesota River Watershed
Management Organization, and the City of Shakopee. These water quality studies
include:
. Hydrological Study of Fisher and Blue Lake by Norman Chemical Company
in 1979 and 1980.
. Stan Smith's Contamination Study on Fisher and Blue Lake completed in
1985.
. Water quality data generated from various sampling programs. Information is
available at the Minnesota Pollution Control Agency web site at
. Lake Water Monitoring of O'Dowd Lake by the Minnesota Department of
Natural Resources in 1984.
. Mill Pond Treatment Basin Final Report by OSM & Associates in 1997.
. Citizen Assisted Monitoring Program (CAMP) reports coordinated by
Metropolitan Council Environmental Services (MCES) and the City.
. Lower Minnesota River Dissolved Oxygen TMDL Report in 2004.
. P8 model from 1999 Comprehensive Storm Water Management Plan.
Figure 111-9 shows the location of monitoring sites within the City that have been
used in the past to collect water quality or quantity data. Water quality information
listed above is available at Shakopee City Hall or from the Minnesota Pollution
Control Agency's web-site. Deans Lake and O'Dowd Lake have the most recent
water quality data as summarized below:
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 9
Total Chlorophyll-a Secchi Disk Carlson Trophic
Phosphorus (mean) (mean) Index
(mean)
Deans 177 ppb 30.6 ppb 0.5 meters H
Lake
0' Dowd 76 ppb 59 ppb 1.0 meters E
Lake
The City also has a few impaired waters within its boundaries. These impaired
waters include the following:
Water body Impairment
0' Dowd Lake Mercury, excess nutrients
Minnesota River Mercury, PCB's, turbidity, fecal coliform;
dissolved oxygen
Deans Lake Excess nutrients
A Total Maximum Daily Load (TMDL) study has been completed for the Lower
Minnesota River Dissolved Oxygen impairment in 2004. This study is available on
the MPCA's web site at www.pca.state.mn.usl. Much of this study affects
phosphorus discharges from various wastewater treatment plants. However, it
does require a 30% reduction in non-point source phosphorus loading from the City
of Shakopee.
G. Shoreland and FloodDlain Ordinances
The City has developed and adopted Shoreland Management Regulations and
Floodplain Management Regulations and Ordinances. A copy of these regulations
is included in Appendix D. Per these regulations, the City has developed the
following shoreland designations:
Water Body Name Water Body Shoreland
Number/location Classification
Blue Lake 70-0088 Natural Environment
Dean Lake 70-0074 Natural Environment
Fisher Lake 70-0087 Natural Environment
Rice Lake 70-0025 Natural Environment
Unnamed 70-0080 Natural Environment
0' Dowd 70-0095 Recreational
Minnesota River From west section line Transition River
of Section 4, T115N,
R22W
Minnesota River From the border of Agricultural River
Scott and Le Sueur
Counties to the east
section line of Section
5, T115N, R22W
Eagle Creek From Basin 245, Tributary Stream
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 10
Section 13, T115N,
R22W to Section 13,
T 115N, R22W
Unnamed to From Section 2, Tributary Stream
Minnesota River T115N, R22W to
Section 1, T115N,
R22W
Unnamed Tributary From Basin 249, Tributary Stream
(part of PLSL Outlet Section 23, T115N,
Channel) R22W to Section 14,
T115N, R22W
The City's Shoreland Regulations also indicates that low floor elevations must be
at least three feet above the highest known water level or three feet above the
Ordinary High Water Level, whichever is greater. The City's Floodplain
Regulations only require that the low floor elevation be two feet above the 100-
year high water level. This discrepancy will be corrected in the Floodplain
Regulations as part of implementation of the Plan.
The most up to date ordinance can be found at the City's website at
www.ci.shakopee.mn.us
H. Surface Water\Ground Water Appropriations
Within the City, municipal wells serve the City's water needs. The Shakopee
Public Utilities Commission (SPUC) is responsible for supplying water for the City.
The location of DNR groundwater appropriation permits are shown on Figure 111-
10.
I. Groundwater Resource Data
Groundwater resource data for areas within the City is available by reviewing the
content of two reports. A brief description of the content for these documents is
provided below. These documents are available at the Water Resource Library,
Shakopee City Hall.
. The Scott County Geologic Atlas completed in 1982 contains information on
aquifers, depth to ground water table, and areas sensitive to ground water
pollution.
. The Scott County Comprehensive Groundwater Plan contains groundwater
information, issues and policies for Scott County.
. SPUC monitors aquifer levels through the use of 14 wells located throughout
the City. Manual soundings are taken at each of the wells and are reported
to the DNR on an annual basis.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 11
J. Soils Information
Detailed soil information is available from the Scott County Soil Survey. This
survey was prepared by the U.S. Department of Agriculture Soil Conservation
Service. Using the Scott County Soil Survey, the hydrologic soil classification map
for the City was developed and is shown on Figure 111-11. The soils for the City of
Shakopee have been classified into four hydrologic soil groups which are defined
as follows:
Group A - These soils have high infiltration rates even when thoroughly wetted.
The infiltration rates range from 0.3 to 0.5 inches per hour. These soils consist
chiefly of deep, well drained to excessively drained sands and gravel. These soils
have a high rate of water transmission, therefore resulting in a low run-off potential.
Group B - These soils have moderate infiltration rates ranging from 0.15 to 0.30
inches per hour when thoroughly wetted. These soils consist of deep moderately
well to well drained soils with moderately fine to moderately coarse textures.
Group C - These soils have slow infiltration rates ranging from 0.05 to 0.15 inches
per hour when thoroughly wetted.
Group D - These soils have very slow infiltration rates ranging from 0 to 0.05
inches per hour when thoroughly wetted. These soils are typically clay soils with
high swelling potential, soils with high permanent water table, soils with a clay layer
at or near the surface, or shallow soils over nearly impervious material.
Figure 111-15 shows the areas defined as steep slopes with areas greater than 12%
slope. These areas are regulated in the City's Shoreland Ordinance and Erosion
Control Ordinance.
Additional information on the geology and soil for this area can be obtained from
the Scott County Geologic Atlas available at the Water Resource Library at
Shakopee City Hall.
K. land Use and Public Utilities Services
Existing and projected land use for areas within the City is fully described in the
Shakopee Comprehensive Plan that is available in the Water Resource Library,
Shakopee City Hall. The City has a land use plan that includes residential,
commercial and industrial development, designated park and open space areas,
and public recreational areas. Land use mapping is shown on Figure 111-13.
The Shakopee Public Utility Commission (SPUC) supplies municipal water service
the City. Public utility services available for lands within the City have also been
clearly described in the City's Comprehensive Plan.
The City has entered into an orderly annexation agreement with Jackson
Township. Toward that end, the City has included the Jackson Township area in
its comprehensive plan and stormwater management plan. As areas are annexed,
they will need to comply with these plans.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
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WSB Project No. 1281-94
JANUARY 2007 PAGE 12
l. Public Areas for Water Based Recreation and Access
The City has a variety of areas are used for water based recreation. These areas
include the following:
. Q'Dowd lake: O'Dowd Lake is 256 acres in size and is located in the
southwest corner of Shakopee. The lake has public access as well as the
O'Dowd Lake Community Park. The water based recreation available at
O'Dowd Lake Community Park is picnicking, swimming, fishing and hiking.
. Minnesota River: A public boat launch is located within Huber Park.
. Dean lake: Dean Lake offers passive water based recreation in the form of
trails and parks near and around the lake.
. Murphy's landing: Murphy's Landing is an historic site owned by the Three
Rivers Park District. The site is on the river and offers a living history museum
portraying Minnesota life on the River between 1840-1890.
. Minnesota Valley National Wildlife Refuge: This large park area along the
Minnesota River throughout Shakopee and beyond offer passive water based
recreation opportunities through miles of hiking trails along the river and
floodplain areas.
The City of Shakopee also contains three parks located on the Minnesota River.
These three parks are Huber Community Play Field, Memorial Community Park,
and the James Wilke Regional Park Reserve. The water resource related activities
available at Huber Community Play Field include picnicking, fishing, boating and
hiking. This park also contains a public boat landing. The water based recreation
available at Memorial Community Park includes picnicking, fishing and hiking.
The water based recreation available at the James Wilke Regional Park Reserve
includes picnicking, fishing, and hiking. The majority of water based recreation
within the City centers around the Minnesota River.
More information on these Public Parks is available in the Shakopee
Comprehensive Plan available in the Water Resources Library at Shakopee City
Hall.
M. Fish and Wildlife Habitat
Figures 111-5 and 111-6 shows the inventory of waterbodies and wetlands within the
City. Most of the areas that have been identified in this inventory provide wildlife
habitat to varying degrees. Suitable fishery habitat within the City is limited.
O'Dowd Lake and the Minnesota River are the only water bodies located within the
City that have been identified as capable of supporting a generally healthy fishery
population. Eagle Creek, located just east of Shakopee in the City of Savage is a
designated trout stream. Other small lakes or ponds within the City may have the
potential to support a fish population but the threat of winter kill limits stocking of
any type of game fish population within these basins.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
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WSB Project No. 1281-94
JANUARY 2007 PAGE 13
A few areas have also been mapped by the DNR's County Biological Survey.
These areas include the marsh located on the north end of Dean Lake and some
oak woodlands located northeast of Dean Lake. Areas within the Minnesota
Valley National Wildlife Refuge have also been mapped by in the County Biological
Survey. These areas also have been noted to contain rare, endangered, or
threatened plant and animal species. Based on information about the City's
natural resources, the City has developed a Natural Resource Corridor Map as
shown on Figure 111-13.
N. Uniaue Features and Scenic Areas
As discussed above, there are some areas mapped by the County Biological
Survey as well as some areas that contain rare, endangered, or threatened plant
and animal species. In addition, the following areas have unique features that the
City plans to take special care in managing, if and when the parcel is proposed for
development.
. The Minnesota River bluffs adjacent to the river and shoreline.
. The highlands located in the southern portion of the City.
. Eagle Creek and Boiling Springs along the eastern edge of the Shakopee and
Savage border.
The City has developed a natural Resource Corridor Map based on available
natural resource information pertaining to slopes, lakes and streams, endangered
species, woodlands, non-woody upland vegetation, wetlands, recreational
opportunities, accessibility, and wildlife.
o. Pollutant Sources
Figure 111-14 identifies the location of all known open and closed sanitary landfills,
open dumps, and Minnesota Superfund Hazardous Waste Sites. This map also
shows the location of registered underground and above ground storage tank sites.
The above pollutant source locations have been identified by the Minnesota
Pollution Control Agency. Each pollutant site is contained within one or more lists
kept by Federal and State regulators. Additional information about these sites is
available from the Minnesota Pollution Control Agency.
P. Storm Water Pollution Prevention Plan
The City has developed a SWPPP in conformance with the NPDES requirements.
This SWPPP is reviewed annually and a report to the MPCA submitted. The
SWPPP and the annual reports are incorporated by reference. The City is also
required to develop a Nondegradation Plan and submit it to the MPCA by
November 2007. The Nondegradation Plan will be incorporated into this Water
Resource Management Plan upon its completion.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 14
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SECTION IV
IV. ESTABLISHMENT OF GOALS AND POLICIES
The City of Shakopee has developed a number of goals and policies that conform to the overall
purpose that is specified in Minnesota Statutes Section 103B.201. These goals and policies have
been developed to compliment County, Regional or State goals and policies. They have also been
developed to preserve and use natural water storage and retention systems in order to:
A. Limit public capital expenditures that are necessary to control excessive volumes
and rates of runoff.
B. Improve water quality.
C. Prevent flooding and erosion from surface flows.
D. Promote ground water recharge.
E. Protect and enhance fish and wildlife habitat and water recreational facilities.
F. Secure the other benefits associated with the proper management of surface water.
Through the stormwater management planning effort, the City of Shakopee will apply Nationwide
Urban Run-off Program (NURP) Standards for the design of new stormwater management ponds
and the use of the Minnesota Pollution Control Agency's best management practices (BMP) for all
new developments in Shakopee to reduce non-point source pollution associated with stormwater
run-off. The City of Shakopee will incorporate these standards and requirements in this Water
Resource Management Plan by reference and will adopt the appropriate land use controls to
implement this Federal and State policy. This Water Resource Management Plan represents the
City's primary action for obtaining the 30% reduction of non-point pollution in the Minnesota River.
The goals and policies that the City has developed address issues related to water quantity, water
quality, recreation, fish and wildlife, enhancement of public participation, information and education,
public ditch system management, groundwater management, wetland management and soil
erosion management. Outlined below are the goals and policies that have been developed for each
of the above areas of concern.
A. Water Quantitv
Goal:
Limit public capital expenditures that are necessary to control excessive volumes and rates
of runoff.
Policies:
1. As is part of any new development activity, adequate runoff rate control measures
must be incorporated into the design to ensure that stormwater runoff rates will be
in conformance with the rates outlined in this plan.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
2. In Jackson Township annexation area, development is required to limit the 2-year,
10-year, and 1 DO-year critical storm events to the pre-settlement rates. This can be
accomplished with local or regional detention facilities. The following curve
numbers shall be used to analyze pre-settlement conditions.
Soil Runoff Curve
Group Numbers
A 30
B 55
C 71
D 77
3. The City will require the following criteria for discharge rates:
a. In newly developing watersheds, measures shall be taken to limit runoff rates
generated by any subwatershed to the rates specified in the Stormwater
Management Plan for the City, or if the plan does not specify a rate, the
discharge rate should be limited to 1/3 cfs per acre for 1 DO-year critical
duration events.
b. For newly developing or redeveloping areas within the Blue Lake Drainage
System upstream of Deans Lake, it is the policy of the City of Shakopee that
the maximum peak discharge rate will be limited to a maximum of 0.1 cfs per
acre in a 1 DO-year storm.
c. An attempt will be made to limit the peak discharge rate from all newly
developing property in the Blue Lake District upstream of Deans Lake, to
approximately 1/20 of a cfs for rainfall events having intensities relating to a
Ten (10) year return frequency event.
d. The peak discharge rate requirements shall be waived to the extent
necessary to allow an outlet orifice to be limited to no less than the equivalent
area of eight-inch opening, and/or allow the outlet to be sized to allow the
detention area to draw down to within one foot of the normal run-out elevation
within 72 hours following the onset of a 1 DO-year rainfall event.
4. The design of all major stormwater storage facilities shall attempt to accommodate
the 1 DO-year critical runoff event. These facilities include lakes, ponds, and their
outlets. The critical event shall be the 1 DO-year 24-hour storm event or the 1 D-day
snowmelt event, whichever requires the largest pond volume and has the highest
flood elevation.
5. New storm lateral sewer systems shall be designed to accommodate discharge
rates associated with the 1 O-year storm event.
6. Any new development or redevelopment will maintain a minimum building opening
elevation three feet above the anticipated 1 DO-year high water elevation as a
standard practice. However, if this three foot freeboard requirement is considered a
hardship, the standard could be lowered to two feet if the following can be
demonstrated:
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 2
a. That, within the two foot freeboard area, storm water storage is available
which is equal to or exceeds 50% of the storm water storage currently
available in the basin below the 1 DO-year elevation.
b. That a 25% obstruction of the basin outlet over a 24 hour period would not
result in more than one foot of additional bounce in the basin.
c. An adequate overflow route from the basin is available that will provide one
foot of freeboard for the proposed low building opening.
7. The City requires setting minimum basement floor elevations to an elevation that
meets the following criteria:
a. The basement floor will be four feet above the currently observed
groundwater elevations in the area.
b. The basement floor elevation will be two feet above the elevation of any
known historic high groundwater elevations for the area. Information on
historic high groundwater elevations can be derived from any reasonable
sources including piezometer data, soil boring data, percolation testing logs,
etc.
c. The basement floor elevation will be two feet above the 1 DO-year high surface
water elevation for the area unless it can be demonstrated that this standard
creates a hardship. If the two foot standard is considered a hardship, the
standard could be lowered to one foot above the highest anticipated
groundwater elevation resulting from a 1 DO-year critical duration rainfall event.
The impact of high surface water elevations on groundwater elevations in the
vicinity of the structure can take into consideration the site=s distance from the
floodplain area, the soils, the normal water elevation of surface depressions in
the area, the static groundwater table and historic water elevations in the area.
This information shall be provided by a registered engineer or soil scientist.
8. The City requires pretreatment of runoff prior to infiltration wherever it is practical
and reasonable to do so, provided that past and existing land use practices do not
have a significant potential to contaminate the stormwater runoff. Infiltration will be
required in all areas with A and B hydrologic soils. In addition in areas where
enhanced infiltration practices are employed, a minimum of three feet of soil must
be present between the pond bottom and bedrock to treat infiltrating storm water.
9. As part of the City's Nondegradation Plan development, the City will develop
additional infiltration requirements based on a City-wide basis rather than a site-by-
site approach due to varying soil conditions.
10. The City encourages the use of Low Impact Development (LID) techniques for new
development and redevelopment to reduce water quality and quantity impacts and
will investigate allowed/approved methods to be used in the City.
11. The City will develop an infiltration monitoring program to monitoring the existing
infiltration areas for effectiveness and maintenance needs.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 3
12. Landlocked depressions which presently do not have a defined outlet and do not
typically overflow may be allowed a positive outlet provided it is in conformance with
the approved Water Resource Management Plan, does not cause downstream
flooding, sufficient dead storage is provided to retain back-to-back 100-year, 24-
hour rainfalls, it will not affect the stability of downstream water resources, and it
has been demonstrated that volume control practices alone will not address the
problem.
13. Floodplain alterations or filling shall not cause a net decrease in flood storage
capacity below the 1 OO-year critical flood elevation unless it is shown that the
activity will not cause an increase in flood elevation.
14. The City will develop a storm water management ordinance and update its current
ordinances that incorporate the requirements of this Plan. This ordinance will be
available on the City's website when completed.
B. Water Qualitv
Goal:
Maintain or improve the quality of water in lakes, streams or rivers within or immediately
downstream of the City of Shakopee.
Policies:
1. For new development or redevelopment, storm water quality treatment is required to
NURP guidelines. The City has developed the following NURP design
recommendations for the design of storm water treatment basins:
a. A permanent pool ("dead storage") volume below the principal spillway
(normal outlet) which shall be greater than or equal to the runoff from a 2.5
inch rainfall over the entire contributing drainage area assuming full
development.
b. A permanent pool average depth (basin volume/basin area) which shall be ~
4 feet, with a maximum depth of ~ 10 feet.
c. An emergency overflow (emergency outlet) adequate to control the one
percent frequency/critical duration rainfall event.
d. Basin side slopes below the 1 OO-year high water level and above the normal
water level should be no steeper than 4: 1, and preferably flatter. A basin
shelf with a minimum width of 10 feet and one foot deep below the normal
water level is recommended to enhance wildlife habitat, reduce potential
safety hazards, and improve access for long-term maintenance.
e. To prevent short-circuiting, the distance between major inlets and the normal
outlet shall be maximized.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 4
f. A flood pool ("live storage") volume above the principal spillway shall be
adequate so that the peak discharge rates meet the requirement of
Section A.
g. No orifice smaller than eight inches is allowed in the construction of ponds or
outlets within the City.
h. Consideration for aesthetics and wildlife habitat should be included in the
design of the pond.
2. The City will accept other storm water quality treatment methods on a case-by-case
basis it they meet or exceed the removal efficiencies provided by a NURP pond.
3. The City will actively participate in the development of Total Maximum Daily Load
(TMDL) studies for Deans Lake, O'Dowd Lake, and the Minnesota River.
4. The City will reduce its non-point source phosphorus loading to the Minnesota River
by a minimum of 30% through the implementation of this Plan as required by the
Minnesota River Dissolved Oxygen TMDL Study.
5. The City incorporates its Storm Water Pollution Prevention Plan (SWPPP) into this
Water Resource Management Plan by reference and can be viewed on-line at
6. The City will develop and submit an NPDES Nondegradation Plan by November
2007. The City's Water Resource Management Plan (WRMP) will be updated at that
time to incorporate the results of the Nondegradation Plan and will use the WRMP as
a vehicle to implement the Nondegradation/SWPPP Plan.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 5
7. The City has adopted the following water resource classifications for water quality as
follows:
Water Body Water Quality Desired Water Goals
Classification* Quality Parameters
Eagle Creek Level I TP: < 30 ug/L Preserve existing human use of
Chi a: < 10 ug/L the water body such as fishing or
Secchi: >2 meters swimming
Deans Lake Level III TP: 45-75 ug/L Preserve existing human use of
Chi a: 20-40 ug/L the water body such as fishing
Secchi: 0.6-1.0 meters
Minnesota River Level II/III TP: 30-75 ug/L Achieve 40% reduction in non-
Chi a: 10-40 ug/L source pollution
Secchi: 0.6-2.0 meters
Blue Lake Level IV NA Enhance natural plant and
animal communities as well as
passive water recreation such as
hiking, wildlife observation, and
fishing
Fisher Lake Level IV NA Enhance natural plant and
animal communities as well as
passive water recreation such as
hiking, wildlife observation, and
fishing
0' Dowd Level III TP: 45-75 ug/L Preserve existing human use of
Chi a: 20-40 ug/L the water body such as fishing
Secchi: 0.6-1.0 meters
Levell: Levell water bodies fully support all water-based recreational activities including swimming,
scuba diving, and snorkeling.
Level II: Level II water bodies are appropriate for all recreational uses except full body contact activities.
Recreational activities for these water bodies include boating, water skiing, etc.
Level III: Level III water bodies will support fishing (in lakes capable of supporting a fishery), aesthetic
viewing activities, and observing wildlife.
Level IV: Level IV water resources are wetlands and may be suitable for aesthetic viewing activities,
observing wildlife, and other appropriate public uses.
Level V: Level V water bodies are generally intended for runoff management (i.e. storm water detention)
and have no significant recreational use values.
8. The City will investigate opportunities to retrofit the downtown area to provide
additional water quality treatment in this fully developed area.
9. The City of Shakopee will sweep the streets at least two times annually.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 6
10. The City of Shakopee will require the inclusion of oil skimmers in the construction of
new pond outlets, and add skimmers to the existing system whenever feasible and
practical. The designs shall provide for skimmers that extend a minimum of 4 inches
below the water surface and minimize the velocities of water passing under the
skimmer to less than 0.5 feet per second for rainfall events having a one year return
frequency.
11. The City will work with Scott County to develop a program to ensure that solid or
liquid waste is disposed of properly. This program will include providing information
to homeowners on proper disposal and/or use of yard waste in an environmentally
responsible manner. It will also educate its residents on the proper disposal of
household hazardous waste including waste oil, paints, and solvents. The City will
work with Scott County toward securing locations within the City limits where
household hazardous waste may be dropped off.
12. The City will discourage use of fertilizers and pesticides in shoreland protection
zones to minimize pollutant runoff to public waters.
13. The City will work with the County to develop a sanitary sewer plan to address the
issues concerning individual sewage treatment systems consistent with State
standards.
14. The City will continue to implement its retention/treatment basin clean out and
maintenance plan that will address maintenance to the extent feasible and practical.
The goal of this plan will be to assure that the City's retention and treatment basins
will have the capability to retain and treat stormwater in future years.
15. The City will develop and implement a water quality monitoring program capable of
establishing that the stormwater treatment basins constructed within the City are not
only designed to Nationwide Urban Runoff Standards but also meet the anticipated
design removal efficiencies based on actual monitoring of the system. This program
will be carried out to the extent deemed necessary and reasonable by the Shakopee
City Council.
c. Recreation~ Fish and Wildlife
Goal:
Protect and enhance recreational facilities and fish and wildlife habitat.
Policies:
1. The City of Shakopee will work with and support to the maximum extent practical the
efforts of Minnesota Department of Natural Resources, the Corps of Engineers, the
United States Environmental Protection Agency, the U.S. Fish and Wildlife Service,
and other appropriate agencies in promoting public enjoyment and protecting fish,
wildlife, and recreational resource values in the watershed.
2. The City will partner with the Scott WMO to undertake aquatic plant surveys on
O'Dowd Lake.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 7
3. The City will encourage land owners to maintain wetlands and open space areas for
the benefit of wildlife.
4. The City will encourage the expansion of DNR fish stocking programs in appropriate
lake and streams of the City.
5. The City will preserve unique features and aesthetics such as those identified in
Section III to the greatest extent feasible.
6. The City's Natural Resource Corridor Map (Figure 111-13) shall be taken into account
if areas within the corridor are proposed to be developed.
7. Development shall be required to adhere to the City's Shoreland and Tree
Preservation Ordinances.
8. The City will remove impediments to the storm water management system as
needed. These impediments could include beaver lodges, downed trees, and/or
unauthorized man-made structures.
D. Enhancement of Public Participation Information and Education
Goal:
Educate and inform the public on pertinent water resource management issues and
increase public participation in water management activities.
Policies:
1. Through the City's MS4 NDPES permit, the City has implemented a public education
plan that provides information on pertinent water management issues. This includes
annual meetings, information in newsletters, and information on the City's web-site.
The City's SWPPP and NPDES permit are incorporated by reference and can be
viewed on-line at
2. The City will work with the Watershed Districts in public education efforts.
3. Through the City's public education effort, information about maintaining wetland
buffers will be targeted at homeowners.
E. Public Ditch Systems
Goal:
Provide a mechanism through which public ditch systems will be managed.
Policies:
1. No officially established public or judicial ditch systems have been identified within
the corporate boundaries within the City of Shakopee. The City has other funding
mechanisms available that allow it to adequately respond to drainage issues within
the remaining stormwater conveyance systems within the City. As a result, it will be
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 8
the City's policy not to establish any public ditch systems within the City pursuant to
Minnesota Statues Section 1030 or 103E in the future.
F. Groundwater
Goal:
To protect the quality and supply of groundwater resources.
Policies:
1. Promote and coordinate with other agencies the continuation of existing groundwater
monitoring, inventorying or permitting programs.
2. Encourage the development of spill prevention, control, and counter measure plans
that are consistent with State and/or Federal regulations.
3. The City will work with the Shakopee Public Utilities Commission (SPUC) to
implement a Wellhead Protection Plan to the extent necessary.
4. Encourage preservation of wetlands, ponds and parks areas to encourage infiltration
of precipitation in areas where land use is not anticipated to adversely affect
groundwater or surface water runoff.
5. Support efforts to gather further information on the hydrogeology of the region.
When such information becomes available, including information on the location of
groundwater recharge areas, the City will take into consideration these areas for the
purpose of maintaining their recharge capabilities in protecting groundwater quality.
6. Cooperate with Scott County Environmental Health Department to insure that all
unsealed or improperly abandoned wells within the watershed are properly sealed.
Technical requirements for the abandonment of these wells will be in conformance
with the Minnesota Department of Health Water Well Code.
7. Work with Scott County in the implementation of the Scott County Groundwater
Protection Plan.
G. Wetlands
Goals:
Protect wetlands in conformance with the requirements of the Wetland Conservation Act
of1991.
Policies:
1. The City of Shakopee will accept the Local Governmental Unit (LGU) responsibility
for wetland management and manage these wetlands in conformance with the
Wetland Conservation Act (Minnesota Rules Chapter 8420). The City will maintain
any wetland information obtained as the LGU. Information regarding the City's
permitting process is included in Appendix E.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 9
2. Prior to any site development activities, the City will require a site inspection from
trained wetland delineation professional to identify the location and extent of any
wetlands present.
3. Any review of a proposed wetland encroachment will initially address the issue of
avoidance. It will be the city's policy that prior to allowing any wetland
encroachment; all reasonable attempts to avoid such alteration must be
demonstrated. This avoidance review must also consider the reasonableness of the
no build alternative.
4. As part of new development or redevelopment of a site that contains wetlands, a
MnRAM 3.0 functional assessment, or more recent version, will be required to be
submitted by the project proposer and reviewed by the City.
5. Based on the results of the MnRAM 3.0 assessment (or more recent version of
MnRAM) wetlands will be classified as outlined in this policy. These classifications
are based on the Scott WMO requirements. Based on the classification, the
following buffers will be implemented around wetlands as part of new development
or redevelopment.
Category Average Buffer Minimum
Width Buffer Width
Exceptional 65 25
High 50 25
Moderate 35 25
Low 25 25
6. Wetland buffers shall be dedicated in outlots or conservation easement.
Monumentation at the lot corners or every 200 feet, whichever is shorter, shall be
required and shown on the plat.
7. Setbacks from the wetland buffers will be required for all new development and
redevelopment to provide useable yard space and reduce the chances of buffer
encroachment. A 10 foot structure setback from the buffer to the building at the side
yard or the commercial building is required. A 30 foot structure setback from the
buffer to the house is required for front and rear residential structures.
8. The City's ordinances will be updated to incorporate the policies outlined in this Plan.
H. Erosion
Goals:
Prevent erosion and sedimentation to the maximum reasonable extent.
Policies:
1. Erosion and sedimentation control plans and SWPPP's for projects that disturb one
acre of more of land shall be reviewed and enforced by the City for all new
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 10
developments. These plans shall conform to the requirements of the Scott WMO
requirements and the NPDES Construction Stormwater Permit.
2. The City will conduct erosion inspections for areas in the City not currently under
construction but are susceptible to erosion (i.e. bluff areas).
3. The City will sweep the streets at least two times annually.
4. The City will prohibit work in areas having steep slopes (>12%) and high erosion
potential where the impacts of significant erosion cannot be protected against or
mitigated in accordance with the City's ordinances.
5. The City requires a 30 foot structure setback and a 50 foot storm water
pond/infiltration area setback from the top of bluff.
6. The City will actively administer a program for controlling sediment erosion from
single family home construction sites.
7. The City will adhere to the requirements of its NPDES SWPPP. The City's SWPPP
is available upon request from the City's Engineering Department.
8. The City will update its erosion control ordinance.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION IV
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 11
SECTION V
V. ASSESSMENT OF PROBLEMS AND CORRECTIVE ACTIONS
Outlined below is an assessment of existing and potential water resource related problems that
are known at this time. These problems have been identified based on an analysis of the land
and water resource data collected as part of this local plan preparation and through public input.
A description of any existing or potential problem within the topic area has been listed.
A. lake and stream water quality problems.
1. Sediment deposition in Deans Lake from the Prior Lake - Spring Lake outlet
channel.
Corrective Action
The PLSLWD has completed work to address this issue. The sediment
deposition is not currently an issue and will continue to be monitored.
2. Degradation of water quality in Deans Lake.
3. Septic system failures around Deans Lake have occurred as a result of high
water fluctuations in this basin.
Corrective Action:
The City will work with Scott County, the PLSLWD, and LMRWD to complete
diagnostic feasibility study for Deans Lake that will establish a recommended
long term management program. The study will identify feasible options for
protecting or improving water quality, maintaining reasonably stable lake
levels, and outline a management program that will assure that proper and
reasonable management measures are implemented. This study should also
address the existing performance and water quality impacts of the septic
systems that are in place around the lake.
4. Miscellaneous ponds within the City have been subject to degradation as a
result of erosion and sediment deposition into these ponds and basins.
Corrective Action:
The City inspects all of its storm sewer outfalls, sediment basins, and ponds
on a rotating basis every five years. Maintenance will be conducted as
needed.
5. Lack of effective water quality monitoring process for lakes and other
waterbodies.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
Corrective Action:
The City will implement a water quality monitoring program on Q'Dowd and
Deans Lake through the CAMP or CLMP programs.
6. Wells along County Road 16 were found to be high in nitrates.
Corrective Action:
The City will work with SPUC and Scott County to develop a groundwater
quality management plan for the City that will address well water quality. It is
anticipated this plan will be based on implementation of a more regional plan,
perhaps by Scott County.
7. The Minnesota River, Q'Dowd Lake, and Deans Lake have been identified by
the Minnesota Pollution Control Agency (MPCA) as impaired waters.
Correction Action:
The City will be an active participant with the MPCA and the Watershed
Districts to set Total Maximum Daily Loads (TMDLs) for the impaired waters
in the City.
B. Flooding and Stormwater rate control concerns within the City.
1. Low water elevations in Deans Lake were identified as a problem.
Corrective Action:
In 2006 the City constructed the Deans Lake outlet structure to maintain the
water levels in the Lake and to address the issues associated with the outlet
channel erosion. However, the Lake is still susceptible to low water
conditions during drought conditions like many other water bodies. No
additional corrective actions are needed at this time.
2. A flooding problem was noted in the vicinity of Marschall Road at Valley View
Road.
3. A flooding problem was identified behind Eagle Creek Town Hall.
4. A flooding problem was identified one mile south of County Road 16 and
County Road 83.
Corrective Action:
The City will complete a flood problem area study in the vicinity of County
Road 21 immediately south of County Road 16, area in the vicinity of
Marschall Road at Valley View Road, area in the vicinity behind Eagle Creek
Town Hall, and the area in the vicinity one mile south of County Road 16 and
County Road 83.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 2
The City will pursue partnering with the Watershed Districts, Watershed
Management Organizations, and others to incorporate volume control BMP's
into development and re-development projects.
5. The Prior Lake Outlet Channel is an on going concern for rate control,
flooding, and erosion.
Corrective Action:
The City will cooperate with Prior Lake/Spring Lake Watershed District to
support their outlet operation and maintenance project. The Joint Powers
Agreement in Appendix A outlines this relationship.
6. A flooding problem was noted in the vicinity of County Road 21 immediately
south of County Road 16.
Corrective Action:
It is believed that this problem was addressed in the reconstruction of CSAH
16
C. Flooding or stormwater rate control concerns between the City and
adjoining communities.
1. The rate and volume of water within the Prior Lake-Spring Lake outlet
channel within the Cities of Prior Lake, Shakopee, and the SMSC have been
a concern.
Corrective Action:
The Cities of Prior Lake, Shakopee, and the SMSC have entered into an
agreement regarding allowable discharge rates and funding of repair projects
along the PLSL outlet channel as outlined in Appendix A.
2. A concern has been noted regarding the protection of groundwater levels
within the Eagle Creek Watershed in order to protect the Boiling Springs and
Fen areas.
Corrective Action:
The City of Shakopee will undertake a groundwater study in the vicinity of
Boiling Springs and Fen areas to the extent necessary to assure these areas
will be protected. The City will also work with the City of Savage to
coordinate the two cities groundwater protection activities within the Boiling
Springs and Fen areas.
3. Prior Lake within the City of Prior Lake is susceptible to flooding. A small
portion of the City of Shakopee drains to Prior Lake.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 3
Corrective Action
The City will pursue partnering with the Watershed Districts, Watershed
Management Organizations, and others to incorporate volume control BMP's
into development and re-development projects in this subwatershed.
D. Impacts of water quantity or quality management practices on recreational
opportu n ities.
1. It is a concern to maintain and improve the water quality of Lake O'Dowd and
Dean Lake to provide recreational opportunities.
Corrective Action:
The City will pursue participation in MCES' Camp Program or CLMP Program
to monitor and track trends of water quality of the lakes.
The City will participate in the development of TMDL studies for these water
bodies.
2. Non-point source pollution to the Minnesota River from its watershed has
resulted in the River not meeting its designated water quality standards.
Corrective Action:
Implement Shakopee Comprehensive Water Resource Management Plan to
address non-point source pollution directed to the Minnesota River and
reduce non-point source phosphorus loads by at least 30%.
Meet requirements associated with Cities NPDES Permit for Upper Valley
Drainageway Outfall.
The City will implement its SWPPP and prepare its Nondegradation Plan.
E. Impacts of stormwater quality on fish and wildlife resources.
1. Illegal dumping of hazardous materials into the City's storm sewer system by
the public reduces downstream water quality.
Corrective Action:
The City will develop an illicit discharge ordinance and educate the public as
a part of MS4 SWPPP minimum control measures.
F. Impacts of soil erosion on water quality and water quantity.
1. During significant rainfall events, soil erosion, particularly from construction
sites has carried sediment to waterbodies within the City. This sediment
deposition may have resulted in reducing the depth of water within these
waterbodies and degrading the quality of water in the basin.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 4
2. It was noted that additional erosion control was necessary in many areas
undergoing single family home construction.
Corrective Action:
The City will continue to implement erosion control programs currently in
place within the City for areas where construction activity is taking place.
The City will update its erosion control ordinance
3. Bluff erosion north of County Road 16 in the vicinity of Mullenhardt Road and
the intersection of County Road 21 and Country Road 17 was noted.
Corrective Action:
Develop City program to complete semi-annual inspection across the City for
the purposes of identifying areas within the City that are not under active
construction but over which erosion problems are present.
G. General impact of land use practices and in particular land development and
land alteration on water quality and water quantity.
1. Selected areas of the City have been exposed to increased rates and
volumes of stormwater runoff as a result of an increase in impervious surface
area. Other land development and land use practices have negatively
impacted both water quality and quantity outside of the City limits.
Corrective Action:
Implement Shakopee's Comprehensive Water Resource Management Plan
and implement Shakopee's Nondegradation Plan, which is under
development. The Water Resource Management Plan and the
Nondegradation Plan will be integrated through the plan amendment process.
H. The adequacy of existing regulatory controls to manage or mitigate adverse
impacts on public waters and wetlands, to limit soil erosion, and to maintain
storage systems.
1. It is the City will need to update its ordinances to be in conformance with this
Water Resource Management Plan.
Corrective Action:
The City will review and update ordinances to be in conformance with this
Plan.
2. The need for a community educational program was noted.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 5
Corrective Action:
The City will implement a Community Education Plan to increase residents'
awareness and reduce violations concerning proper water resource
management.
I. The adequacy of programs to maintain water level control structures.
1. The City believes adequate programs are in place to maintain all water level
control structures within the City.
No corrective action required.
J. The adequacy of capital improvement programs to correct problems relating
to water quality, water quality management, fish and wildlife habitat, public
waters and wetland management, and recreational opportunities.
1. Construction of a fixed positive outlet from Deans Lake that would establish a
normal elevation has been requested. In addition, as part of the construction
of such an outlet, drainage issues related to the Prior Lake Spring Lake
discharge, the MN/DOT bypass improvements, and downstream drainage
issues were all identified as issues requiring additional study and constructed
improvements.
Corrective Action Completed
2. The downtown Shakopee area is completing developed and does not provide
opportunities for water quality treatment.
Corrective Action
Identify and construct storm water quality retrofit projects in the downtown
area over the next five years.
K. Identification of potential problems which are anticipated to occur within the
next twenty years based on growth projections and planned urbanization.
1. The City anticipates residents within the City will exert increased pressure to
improve the quality of water within the City and the appearance of stormwater
retention areas.
Corrective Action:
The implementation of this Comprehensive Water Resource Management
Plan will address water quantity, quality, and maintenance issues associated
with stormwater retention areas.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 6
2. Increased demand for public access and/or trail systems for waterbodies
within the City.
3. The need for an improved public boat access for the Minnesota River.
Corrective Action:
The City is in the process of constructing a Minnesota River boat access
project. It is anticipated the project will be completed by 2007. The City will
also continue to work to provide trail systems and water based recreation
areas.
N. The adequacy of existing technical and background information on systems
in the City that are used to manage water resources.
Information appears to be adequate.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION V
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 7
SECTION VI
VI. FINANCIAL CONSIDERATIONS
Implementation of the proposed regulatory controls, programs and improvements that are
identified in this plan will have a financial impact on the City. To establish how significant this
impact will be, a review of the means and ability of the City of Shakopee to fund these controls,
programs and improvements is necessary. Toward this end, please find outlined below a listing
of various sources of revenue which the City can utilize to implement the water resource
management efforts outlined in this plan.
DESCRIPTION OF FUNDING SOURCE REVENUE GENERA TED
1. Revenue generated by City of Shakopee Storm Drainage Utility. $1,200,000/year
2. Special assessments for local improvements made under the Variable depending on
authority granted by Minnesota Statutes Chapter 429. activities undertaken
3. Revenue generated by Watershed Management Special Tax Variable depending on
Districts provided for under Minnesota Statutes Chapter 473.882. activities undertaken
4. For projects being completed by or in cooperation with the Lower Variable depending on
Minnesota River Watershed District and/or the Prior Lake/Spring activities undertaken
Lake Watershed District, project funds could be obtained from
watershed district levies associated with their administrative
funds, construction funds, preliminary funds, repair and
maintenance funds or survey and data acquisition funds, as
provided for in Minnesota Statutes Chapter 1030.905; Funds of
the Watershed District.
5. Grant monies that may be secured from various local, regional, Variable depending on
County, State, or Federal agencies. activities undertaken
6. Other Sources. These may be other sources of funding for Variable depending on
stormwater activities such as tax increase financing, user fees, activities undertaken
special benefit charges, etc. The City will continue to explore
additional revenue sources.
7. Ponding fund or trunk storm fee Variable depending on
development
8. Metropolitan Council Water Quality Grant. Variable depending on
activities undertaken
9. Cost share and/or incentive funds from Scott WMO, PLSLWD, or Variable depending on
LMRWD project
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION VI
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
SECTION VII
VII. IMPLEMENTATION PRIORITIES/IMPLEMENTATION PROGRAM
Based on the information developed in Sections III through VI, the City has developed a water
resource management program that reflects the needs and concerns of the City staff, council,
citizens, and the funding capabilities of the City. A prioritized listing of the studies, programs
and capital improvements that have been identified as necessary to respond to all of the water
resource needs within the City is outlined on the following tables. Following the tables are
detailed work plans which define the tasks associated with completing the stormwater
management programs, studies and capital improvement projects. The City anticipates
implementing at least to some extent the regulatory programs or improvements identified within
this plan by the year 2015.
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION VII
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
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SECTION VIII
VIII. AMENDMENT PROCEDURES
It is the intention of the City to have this Water Resource Management Plan reviewed and
approved by the Lower Minnesota River Watershed District, the Prior Lake/Spring Lake
Watershed District, and the Scott County Watershed Management Organization. Once
approved, no significant changes to this plan can be facilitated without the approval of the
proposed revisions by the Watershed Management Organizations within the City that are
affected by the change. Significant changes to the local plan shall be made known to the
following parties:
1. The Mayor and City Council of the City of Shakopee
2. City of Shakopee Engineering and Parks Department staff
3. Affected Watershed Management Organizations and Districts within the City of
Shakopee
4. Metropolitan Council
Following notification of the above parties, they shall have 60 days to comment on the proposed
revisions. Failure to respond within 60 days constitutes approval. Upon receipt of approvals
from the affected Watershed Management Organizations within the City, any proposed
amendments will be considered approved.
Minor changes to the plan shall be defined as changes that do not modify the goals, policies, or
commitments expressly defined in this plan by the City. Adjustment to subwatershed
boundaries will be considered minor changes provided that the change will have no significant
impact on the rate or quality in which stormwater runoff is discharged from the City boundaries.
Minor changes to this plan can be made by the staff at the City of Shakopee without outside
review. It is the intention of the City of Shakopee that this plan be updated by the year 2015
unless significant changes to the plan are deemed necessary prior to that date.
Additional revisions to meet upcoming requirements are anticipated. The following lists the
upcoming studies that will likely result in revisions to the Plan. These revisions will be
considered minor amendments to the Plan:
. Nondegradation Plan for MS4 Permit - anticipated in 2008
. Comprehensive Plan Amendment - anticipated 2008
COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION VIII
CITY OF SHAKOPEE, MN
WSB Project No. 1281-94
JANUARY 2007 PAGE 1
APPENDIX A
Water Resource Related Agreements
. .:: ....': . .:: . .'; :'<i.' :.~ :' . , <'~: .:< .' '.' \ . ..- .':' '..~' "', ,,::.:, . ':'" ':"" .:. :~,. '.' .:'; ;':, ::. ~:" . -': . : :.... :',<: :"";'. . : Co .', ..". '. ....::. . ':: .', " ,.~..'-'. : ~1 ' .' ,
."" .":PRIOR LAKE~:;'; SPRING'LAKE'WATERSHED';DISTflICT: '.."~'. , ..."....
.-: ' ~' " '. ~" '. ... ;Stan.El1ison~'Sc~t(WalZ;. Shakope~ Md~wal<antbii SidtiX Gom:thimitY.: ..:' ': .: .:. .;. '. '....
~::~.~~~~ -~~. ~~.:~~ ~:~~'.":,~:;~.~:~:~_f~:~\ ~-~.~~-.::~~~~'.
:.... ..... . .'.ce.: .... ')3ryce Hlielp,oe.l1er; .Hu~~ge11~i" Bate~'ap.tl Gont~ek (D~~triet,Attbiney)<~..:' ... < . . ~. ., '.. .....' ....
'. .. '. . c' '.. .. E.i1clo~~d fot'yqurTeview;;con;l1iieiit.:~d ~pprovalare:the 'propps'~d f~=Visi6n~ .it? the. J6~nt Pb\;\Tei~ " '.'. '. :. ,~. ,
,.... ';:. " ;, ':' k\gr~.eii1ent{JPA) fqy'the, Puor' Lake"Oi;1tifit;ChariiieI.' :the'pr6posed:reV'.~si6p.s; refi~ct.our "';.': " .:..:" ;..: ': i;:'
. . . _, . . .. .' ~. .... .... .. . _. . . _..' I
. :'~.,. 3::<: .:. ': 'disc4ssi ejis i~ ,re.9~nt :Y~at~ ie.g~ding',lJpdat~s ..to ~h~, JI? A;. ~. ~e n. a,s tl?:~' .cost -sha:i:~ ~pprq.ad4 we. " ... '." '- .'
:. :'/'.':: .'. dev~l~ped'a,ri.d diseussedlast~pring~6r.41~.'~onstNcporl:pr-theOutlet Channel~~'Stoiatiop.:~d: ......':".. :.": :. . .
..... ." Eiihiui~~meht P~oj~c~ imd th~ .o~~oinK~per~ii?t). ~d U?-~~t~?~c.~:ot#ie'Q1.itl~t ~~~~l::.' :.... .... ..:: .," .':. .
.. <..~.;" '. ,Jb~ '~n~lo'~~d dbqlrin~l1~'id~dtliicis the PtQ;~~~d kA 'ch~ge~ '~sirtg'~de;linitig'~~ d~g6t~"~dqi~tins": ::'::, ; ,.", .
..' ':'.> :.to t~e ~te~f ailci :sti-ikethrough toderioty,de1etions.'. Ids a: bit aifficuJdo re~ctlp. th}s.fonn.~(:SQ ~ '. ... : '.' :.;.>:.:.-
;;' . ..... ~.pl~as~ .iet me 'k!i9W!f.:you yvo1l1d':like :to te6elvea.;~'G~eap;1;;'versipii. With 'all.iq.e . chang~s 'aqcepted; {)! ". '. .'.
'. ~.; , ': ~': -,: . . ',~f y.~.~~~~~er .a, :R~ .,~le;.:.:.: ':.: :':. '::' . : .., .'::: "";:' '.:: .'- .: ~" "~:'.. :.' ::.'.-;: :::. ':':'..: (~ ,: .. '. .;. ~,;.:" :'::; '. . .~. '. . ':'., .....:. '. .': '.". '., ...... ". ~ :': ,?::':' .: ~'. ,..<' '-'
", : Thff p'rOPQ~~q' JP A tevisioiJ.s .w~rereyiewed :anddiscuss~9 by the,'Pdo.! :tak:e'~Sprlrig. Lak~:. ,.; '. :.; ..
.,'.. .: :.Water~helpi~~ii9t (PL5L'Wb) ~.9ard at-~'\-Vor~s.liop di1'A,rigust 30; 2005~ at\.vhich:tin1~theBoard ,'::- ,,:
, ,} ..' ,appro:Ve.4,the''r~vise~.:jp Ale! si~~hii:~:by:thci ftSLWi:> '6nc~' thy:C#ies".of Prior L8:klan<;!.';' ".' : :' . . .:..: .;.... :'
,..,' .:. ". ;.sh~opee;andthe S.hakope~ .Mdewak~tori Siottxljo~Pirlty (SMSC) 4aVt) al.80..lipprove:d,the...... "." ':'.,' ,: .
, . .:''-'..'. . agreement': It1&)lie' PLSL WD's iiQ'pe(tliat.'th~ Jevised)PA..can b~ 'r~Yiewe4i apprp:v~d'a.rid.' .:'.' ::. ,;,' ... .:
:.-. .' ~.~.' ,: . ... e~e~~~e'~: b,Y ~ a1~ ~~ .~arti e~; ~~~o:~ ;~ :..~n~ :o~ ~~?y:, ":: :'. · ~ ~'(>: ...., :..';;.' < : :" .;'. : .:' :.:: '-.' :.: ~:. ::7..." :.....~: .:.:: i:'.:'. ,'.~. ' .
'. ,:... .:: li'inaUy; pleasenPteJh~t:as w~;dj$,cussedJ?stspril1g,: (hie.tQ'limitatioii~ ofthe.8tilte 9:nV1jITh~~0ta's'.' .
. ." .' joint.p~wers figr~~~~~t statqt~.the. SM$C cljufuod>.e.'apanY.tb 'theJP4..<iner.efor~,.~.separ~t.e ::--. ".. . .
'. '. .. .- ...;, ,Me~~r$duin .of Agr~erp:ent (MOA/wi~l-~ee~ .to .pe exeClJte~ ',wii!1~t'4e.sMS G tha.f has the. safue.:..' ,"
:. :. ,~. 'provi~ions as tl1e JPA.~' rWil1.-~erid put a cOPy'ofthat'MOf\. to .'allofyou3mce it.iscOl;nplei'e(l; . . / ,.' :'. '.' ,.:,
~ ,".: . whichsh0U1d by m the next two.weeks; rn themei:Uitinie,jfYOli'have any.questIons abQut the' . 0'" .'. '~:. '.-
.. '. -: ptopo.sed r~vised. JP A please GOIit~ct me.aF(952.) -441 ~419:6 .'ot 'slotthammer@plslwd.Qrg,' "" .-',' '" ' . .
. . : . : " . .' :'. ;~~. y6~ for al~:'~i'~oili' assis~~~~ a~~~ 'w~rkedthioUg~:'~e'detml~: ~; t~e G~~t' Sh.~e' ~greeni~~f- . '. .:': ".
'. -': .and th~,changes to'ih~dPA.'llo(jk forWard fo'hearing (t6m.YOli, an4 to:the final approval and. :: '. .... .'
." '. execution cif the tewsedJPA and, the MOAf . . .... '. --. ." .' ...;' ...' ......, . .'.:' ..:. ',:.'...-. . .
.... '. .. .: . '. . . '. :. '. . "," . '. . ," '. ":,,: .. :'. . ":" :'. ....:. '.':':'. . ,', ,..... . '. i '.' '. :'; . .: .. .... .'<'" ~-'-':" ..,', -: ;....~,.. ':',,::,
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'..' .158:1 $:~RA'NKLlN. TRAIL .S.E.; ~UITE' 1 o~. · . PRI.OR LAKEJ~~N ?567~ ~:." ....
. - '. I .. ..' .
I DRAFT: 9-6-05
JOINT POWERS AGREE1vIENT
I Agreement, made and entered into as of ~ 2005~ by and between the
City of Prior Lake, Minnesota, a municipal corporation, ("Prior Lake"); the City of Shakopee,
Minnesota, a municipal corporation, ("Shakopee"); and the Prior Lake-Spring Lake Watershed-
District, Prior Lake, Minnesota, a political subdivision of the State of Minnesota, ("Watershed
District") .
Vr'HERE~A.LS, tile Wq.tershed District i8 presently engaged in the hnplefue:l1tation of a
project, idelltified as the "Lake Outlet Project, Nunlbef '.VD 76 1", C.'Lalce Outlet"), to construct
un artificial outlet for Prior Lake for the-purpose of draining \~lnter frODl Prior Lake and
trmlsporting such ",",fater to the I\1innesota RiTler; and
'\llHERE,,^.loS, tI1C plans illldspecificatiol1S for the Lake' Olltlet require tile improvanlent of
cel1o.in l1atural drainage courses and the construction of certain drainage char.d1els'llithin the
munioipa.l boundaries of Shakopee and morc particularly described on E)rhibit "...^~", \vhioh is
attached hereto and by. reference ma~e n part hereof; and
W.HEREAS~ 'si.nce tlle cODlpletion of the Lake Outlet Proiect~ as defmed below~ tile
Shakopee Mdewakantion Sioux Commtmitv has acquired latld tributary to the Outlet CllanneI~ as
defined below", and development 1188 occurred in areas of Prior Lake and S11akopee tributary to
the Outlet Channel: and
WHEREAS~ the approved cOlnprehensive plans of Prior Lake~ Sllakopee and Scott
County identify additional developlnent that will occur dllTing the next 40 years: and
WHEREAS~ the cities ofPnor Lake and Shakopee and the Shakopee Mdewa1(anton
. .
Sioux COD1munity ("SMSC") have begun using the Outlet Channei to convey stom1 water froIn
developed areas within tl1eir boundaries 'or owner~hip: and
- , WHEREAS~ the Watershed District Prior IJal{e~ S11akopee and SMSC (jointly the -
"Project Cooperators") are plam1ing a proiect to restore and enhance the Olltlet Channel to
conlplete needed re-pairs 8.lId el1sure channel stability and ca:t;>acity for existing and ftlture stann
water flows ("Outlet Channel Restoration and Enhancemel1t Pro;ect") inaccOrd8.11Ce with a
Conce-ptuaI Design~ as defmed below: and
WHEREAS", the Watershed District is pl81mi11~ modifications to tile Outlet Structure. as
defined below'l to repair the Outlet Structure and imp~ove its efficiency: and
I DRAFT: 9-6-05
\VHERE~^...S, tIle temporary' and permanent easenlel1ts specified 11Y tile plan8 Q.l1d ( '.
specifications for the con~tr:lction of the foregoing drainage inlprOTyl"(~lnents eOl] only. be obta.ined . .
froIn the affected propcrt( O"',,~./11ers \~/itll tile cooperation and assistance of Sllalcopeo; and
WHEREAS, the Olltlet Cllatll1el drainage ilnpro~/cmentsRestoration and Enllancelnent
Proiect is and easement acqu.isitiollS COl1templated by the V,Ta.tefsllcd District are of direct and
immediate benefit to tIle SMSC" Prior Lake and Shakopee because (a) the drainage chnr.Jlel
ilnprov'ementsOutlet Channel l{estoration and Enhancelnent Pro;ect are-is in conformance with
the SMSC's" Prior LaI(e's and Shakopee's overall drainage plan in the area of the bak:e
i Gatl-etOutlet Channel's drainage route; (b) the easement~ to be acquired within the City of
Shakopee can also be used by Shakopee for public utility and rigl1t of "'lyl"uydrainae:e purposes, frU
the easenlents to be acquired within the City of Prior Lake can also be used bv Prior Lake for
public utility mId drainage pUIJJoses., and (e4) tho chamlcl i1npro"Yyrelnents lnU)" reroute local rU:11off
into Dean' s Lake and thereby supplement and increase the Je'vel of" the lake an o.perable Olltlet
Channel with adequate stann water conveyance capacity allo"vs for the orderly development of
the SMSC. Prior Lal(e and Shakopee; and . (
WHE~AS, Prior Lake and Shakopee desire to- assist the W atershed Dis~ct ~a9quire
the easements necessary for the construction of the draina.ge eOutlet Channel improv~ements
Restoratioll al1d Enhancenlellt Proiect specified ill tile Lalce Outlet pIano and speoificationo, upon
the conditions hereafter set forth; and
WHEREAS, the ilnplemel1tation ofilia Lalce Outlet Structure is of direct and immediate
benefit to Prior Lake because the impro~/ement~ contemplated b:r the Lake Outlet arc Outlet .
Stnlcture is designed to reduce the impact offlooding on Prior Lake insofar as it affects the
owners of property along the shore and within the established flood pl~n, and as it affects the
. capability. of Prior Lake to provide essential municipal services during times of flooding; and- .
WHEPJ3.t^~S, Prior Lake desires to be niade a part to this J'...greenlent to 611uble it to
pa.rticipate in decisions affecting the US~ and management of the Lalco Out1e~; and
WHEREAS., there is a need to clarify resuonsibilities. regarding the OIl going use,
operation a11d nlaintenance of tIle Outlet Structure 8.11d Olltlet Chalmel bv the Watershed District"
SMSC" Prior Lake and Shakopee" and
(
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2
I DRAFT: 9-6-05
WHEREAS, the parties hereto desire to enter into a joint powers agreement pursuant to
Minnesota Statutes Section 471.5.2.-!-,. (1949, as amended), upon the terms and conditions
hereinafter specified; and
WHEREAS, the Watershed District has authority under MilUles.ota Statutes Section
/112.43, Subd. 1(2)103D.335,. Subd. 2, (~1990, as amended), to contract with other public
corporations to effectuate the purposes of the Act; and
WHEREAS, Prior Lake and Shakopee have authority to engage in a joint powers
agreement for utility and drainage purp.Qses pursuant to Minnesota Statutes Section 412.221,
Subd. 2 (1949, as amended): and-;-
WHEREAS.. for reasons of state law tI1e SMSC does not have allthoritv to engage in a
iOlllt pOvvers agreement for utility and drainage pltrposes.. and can DIlly participate by executing a
se-parate Melnorandum of Agreement ("MOA") with Olle or more oftlle Project Cooperators; and
\VHEREAS" this Agreement allocates responsibilities to the SMSC III allticipatiol1 tllat
the SMSC 'Will enter into and fulfill its obligations under a separate MOA with one or more of
the Proiect Cooperators: and.
WHEREAS.. this Agreement .provides alternate provisions in the event that tl1e SMSC
does not ellter into an MOA with the Proiect Cooperators or meet its obligatiollS under such a
MOA=
NOW, THEREFORE, in consideration of the mutual covenants and agreements
hereinafter contained, it is agreed by and between the parties hereto as follows:
ARTICLE I
DEFINITIONS
Unless otherwise expressly provided herein or the context otherwise requires" each oftbe
following capitalized terms wIlen used herein shall have the fol1owin@: defined Ineanings:
Conceptual Design - A olan tor restoring and enhancing the Otltlet Cl1aluleI" as defined
below" that was developed Wit11 tlle input of the Proiect Cooperators as part of the "Prior Lake
Outlet Study and Lake Volwne Management Study" completed by the District in 2003. The
Conceptual Design is based on the use of bioengineering and natural stream technology practices
to improve channel stability. reduce erosion~ and enhance the habitat and aesthetics of the Outlet
3
1 DRAFT: 9-6..05
( ~--
ChanneL as defuled belov;". A COPy of the Conceptllal Design is attached hereto as Exhibit "A"
and bv reference Inade a part hereof.
Lake Outlet Proiect - A proiect cOlnpleted by the W-atershed District ill 1983 to COllStruct
an artificial olltlet for Prior Lake for the -purpose of draining water from Prior Lake aJ.ld
transporting such water to the Mimlesota River" including the ~provement of celtain natural
drainage courses and the c.onstruction of certain drainage channels wit11in the municipal
boundaries of Prior Lal(e and Shako-pee.
Outlet ChaJlneL - The seven miles of l1atural and constructed drah1age COllTSeS within the
Dl11nicipal bOllndaries of Prior Lake atld Shakopee t11at vvere connected" constructed a1.1d
inlproved as part of the Lake Outlet Proiect. The Outlet Cl1alUleI exte11ds from the Olltlet
Stnlcture4 as defined ,below4 north to the Minnesota River at Blue Lake. For the purpoSes of
plannin~ and constructioll ofrestoratiolllenhancenlellts and maintenance'l the Olltlet Ch81mel is
divided into the following eight semnents:
. Segment 1: Prior Lake to .Countv Road 42
. Segnlent 2: County Road 42 to tile inl~t of Pike Lake
. Segment 3: The outlet of Pike Lake to,Pil(e Lake Trail (
. Segment 4: Pike Lake Trail to COWltv Road 16
. Segmellt 5: COlmty.Road 16 to'the inlet of Dean Lake
. Segment 6: The outlet of Dean Lake to State Trunk Highway 169
. Se~ment 7: State Trunk Highway 169 to State Trunl( Highway 101
. Segment 8: State TrLU1.k Highway 101 to tlle Minnesota River
Olltlet Stnlcture- -- The- stnlcture atld- .pipe t11at was installed- on Lower- Pri-or Lake- 'by the
Watersl1ed District in 1983 as part of the La1<e Outlet Proiect.. to .provide an outlet for the lake.
Project Cooperators - The Prior Lake-Spring Lake Watershed District.. City of Prior
Lalce'l City of Shalcopee and Shal<:opee MdewakBlltol1 Sioux Community4 WI10- are iOll.1tly
lmdertaking the Olltlet Chatmel Restoratiol1 aJ.ld Enhance~lent Proiect.
COllstruction Fund - A fllnd establisl1ed for costs" associated with construction of the
O.utlet Channel Restoration and Enhancement Proiect~ pursuant to Article VII below.
Operating Ftmd - A fund established for the costs of01Ltlet Channel operation and
routine mainfenance~ pursuant to Article VIr below.
Emergency Maintenance Fund - A ftmd established for the costs of emergency
nlaintenance and repair of the Outlet C118.1111eI~ pursuant to Article VII below. (
4
I DRAFT: 9-6-05
Outlet Operating Plall (2004~ as 8.1nended) - A plan documentillg tile Dlanagenlel1t policy
and operating procedures for the Outlet Structure" as developed by the Watersl1ed District and
a~:rproved bv tile Minnesota Depal1mel1t of Natural Resources. A copy ofth~ Plan is attached
l1ereto as Exhibit "B" and by reference made a part l1ereof.
I ARTICLE fI1
STATENIENT OF PURPOSE
Section +2..01. General Purpose. The general purpose of this Agreement is to (a) provide
a format by \vhich the Proiect Cooperators can restore and enhance the Olltlet Ch8.11nel to nleet
existing and future lake outlet al1d starnl water conveyance needs~ (b) facilitate the fair
distribution of the costs ofrestor~ng" enhancing~ o~erating arid Inaintaining the Olltlet Channel~
alld (c) provide a fannat whereby the Watershed District can constrllot and-operate'! repair~
improve and maintain an artificial outlet that ~ is used to drain flood waters from Prior Lake
and transport them to the Minnesota River via the Outlet Channel. The construotiom.estoration
and enhancement of the LaIc€! Outlet Olltlet Channel requires the acquisition of easeme~ts in
Prior Lake and Shak~pee and construction of enhancements. Thereafter, the Watershec.1 Dl:Jtrict
must con~rtruct llnproT/ements to the drainago cIlannelOlltlet ChmmeI along the effiire-system.
The portiOl1 ofthedrailluge ch01111eIOlltlet Chmmel is located in S11a.kopee i~within an area
which has been identified by Prior Lake'! Shakopee and the SMSC as needing future capacity in
excess of the levels projected by the Watershed District as being required for safe and efficient
operation of the bake-Outlet Structure. It is the intention <?fthe parties to this Agr~ement to
establis.h a legally .binding pro~edure for acquiring the necessary additiollaI easements m
Shalcopee and to set forth conditions that must be fulfilled toand sharing the costs oft11e
c'onstruction and operate rnaintel1at1Ce of the necessary Outlet Cehannel
impro'vementsRestoration and Enhanceluent Proiect. The Agreement shall specify the
procedures and responsibilities for maintenance of the Outlet Cehannel impro"'f/sments and the
conditions that must be fulfilled prior to a.ctually releaoingduring tlle release of water from Prior
Lake. The Agreement shall specify the responsibilities of the parties with respect to maintenance
of the drainage channel0utlet Channel and the additional UE;es that may be made of the additional
easements by Prior Lal<e and Shakopee.
5
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I DRAFT: 9-6-05
(.
ARTICLE ~III
USED USES OF DIt.^JrI./\.GE OUTLET CHANNEL
Section -&J.Ol Permitted Uses by Watershed District.. The Watershed District shall use
the drainage oOlltlet Channel for the purpose of draining water from Prior Lake and for no other
pttrposes.
Section ~1.02. Permitted Uses bv Prior Lake'l Shakopee and SMSC. Prior Lake'l
Shakopee and the SMSC shallllse the Outlet Channel for tl1e purposes of conveYing storm water
from drainage areas tributary to the Olltlet Chalmel. The tl'ibutaey drainage areas dO\V11stremn o.f
Prior Lake are idelltified in P"I'able 1 belo\v~ and tile Inaximum allowable discharge rates to the
Outlet Channel from the Watershed District" Prior Lake~ Shakopee and the SMSC are specified
ill Table 2. Table 3 presents the 'Peak flow rates to the.OlltIet Chmmel for each segment" Tl1ese
peak flovY rates were calculated for each Outlet Cl1annel segment by mllltiplying the drainage
area from Table 1 by the applicable discharae rate per acre from Table 2 for each Proiect
Cooperator. reoerves the rigllt to' use the easements obtained by" the Watershed Distriot in
conneot~on withjts overall drainage plans 00 they me from time to #me de\'elope~ bY8hakopee. .' (
Table 1: Outlet Cl1annel Tributary Dralllage Areas (downstream of Prior Lake). _
OIltlet Channel Watershed Prior Lake SMSC** Shakonee SubTotal
See:ment District I
1. N/A * 658 28 0- 686-
2 * 261 3 0 264 I
3 * 1~145 5 94 1~244
4 * 827 1,787 2,,622 5,23-6
5 * 0 7 758 765
6 * .Q 261 927 1,,188
7 * . 0 . 0 . 1~407 1,407
8 * 0 0 101 101
Total * 2.1891 2..1092 ~9q~ 10-,-892
*The Watershed District's COlltribution to the Outlet Channel is not dependent 011 drainage area: it is
based on a maximum flow tllro.ugh the .Outlet Stnlcture of 65 cub.ic feet per second.
**Includes Fee and Trust lallds.
(
6
I DRAFT: .9-6-05
I Table 2: Outlet Channel Maximum Discharge Rates per Acre.
I Maximum flow rate to Outlet
Proiect Cooperator Channel., per acre
I 65 cfs total
Wate1"S11ed District (max flo\v through Outlet StructLU'e)
I City of Shakopee South of Dean Lake -
(Upstream) 0.10 efs/acre
I City of Shakopee North of Dean Lake
(Downstream ) 0.33 cfs/acre
I City of Prior La1<:e 0.17 cfs/acre
I Shakopee Mdewakanton Sioux
Community 0.05 efsl acre
Table 3: Allowable Peak Discharge Rates to .the Outlet Channel~ by Proiect Cooperator aJ.ld
Segment.
Peak Discharf!e Rates., in cfs" by ProJect Coooerator
Seement Watershed Prior Lake SMSC Shako pee
District
1 65 112 1 0
2 65 156 2 0
3 65 35] 2 9 -
4 6S 492 91 272
5 65 492 92 347
6 65 492 105 656
7 6S 492 105 1125
8 6S 492 105 1159
TIle tributary areas and drainage rates in Table 2 an.d Table ~ shall be the basis for tlle l1ydrologic
and Ilydratl1ic design capacity of the Outlet Channel Restoration and Enhancemellt Proiect.
Sectio113.03. Exceedil1Q: Allowable Discharge Rates. The Watershed District may
request that the Proiect Cooperators provide verification that new developmel1ts within the
draitlage areas tributary to tile Outlet Channel dOvYnstream. of Prior Lake will not.result in an
increase in"the per acre drainage rate specified in Table 2 or the peak discharge rates specified in
Table 3. In the event that an inc.rease in runoffdischarge rate -beyond those specified in Tables' 2
or 3 in Shalcopee results in or causes the need for repairs~ maintenance" or expansion of the
design capacity for the drainage -Outlet "chunnelCllannel beyond that specified in tIlis Agreement
the Project Cooperator dischargin~ the additiollal flovv Shakopee shall make or install all repairs~
7
I DRAFT: 9-6-05
mallltenallCe or improvements necessary to increase the capacity of the drainage cl1amlel to (
handle the increased flow. Any such repairs" maintel1ance or improvements shall be at the sole
cost or expense of the Proiect Cooperator with tile increased dischargeShalcopoc; and both Prior
Lalco and the V/c..tcrsllcd Distl'ictthe other Proiect Coope~'ators shall be indemnified and held
harmless from any and all liability for such cost or expense and for such increased flow.
Section $.l.O~ Additional Authorized Prior Lake and Shakopee Uses. Prior Lal(e and
Shakopee may" subiect to t1le limitations of specific easements.. use the easements without
termination of this Agreement, for the installation, operation and maintenance of public services
and utilities to include without limitation public streets, sanitary sewer, water, storm sewer,
electrical and natural gas. In no event shall such uses interfere or othe~se restrict the drainage
function of the Cl1ilr.J1elOlltlet Chromel. All cost or expense to install, operate and maintain such
utilities and any damage to the Cl101111Cl Olltlet Channel resulting from such installation, operation
and maintenance shall be borne by either Prior Lake or Shakopee and both Prior La.lce and the
\"\'a.tershed District shall be indomnified and held harmless [roDI ony liability thereforethe
responsible City shall illdemni~ and hold harmless from any liability the other Proiect :(
Cooperators.
ARTICLE RN
ACQUISITION OF DRl\.il'r.LA~GE OUTLET CHANNEL EASEMENTS
I Section ~.Ol. Acquisition of Outlet Chwmel Cllann.oI Easements. To the extent
possible" the Proiect Cooperators intend to Obtalll the necessary easelnentsfor the constrllction of
1
I
the Outlet Ch81mel Restoration and Enhancement Project and the ongoing operation and
maintenance of the Outlet Channel by dedication -pursuant to the applicable subdivision
ordin811ces witlli11 Prior Lalce and Shakopee. lfthe timing of the co_nstruction of the Outlet
Chanl1eI Restoratio11 and Enhal1cement Project requires t11at easenlel1ts be o_btailled prior to
subdivision" ~!he Watershed District is authorized to negotiate for and acquire suitable the
11ecessarv Olltlet Chwmel easements within the municipal boundaries ofPnor Lake 811d I
i
Shakopee for the COl1strttction Dithe Lake Outlet.=.':" In conducting the negotiations and/or !
I
condemnation proceedings necessary for the acquisition of the required easements, the
Watershed District shall comply in all respects with Shakopee Resolution No. 1643, entitled "A .l
Resolution Adopting A Policy For The City Of Shakopee Concerning The Condemnation Of
8
I DRAFT: 9-6-05
Easements And Land Needed For The Installation Of Public Improvements". To the extent
possible within the budgetary limitations established by the Watershed District for the Lake
Outlet, the Watershed District shall also endeavor to acquire easements in dimensions required
by Shakopee. The plans and specifications ~or the Llli<:e Ol.ltletOutlet Channel Restoration and
Enhancement Proiect shall specify the ultimate alignment and dimensions of the easements.
Section ~.02. Uses of and Title to Easements. The easements to be acquired by the
Watershed District shall be for util:it), and drainage purposes over, under, and across the affected
properties. In the City of Shakopee~ t:fhe title to the easements shall be acquired in the Jeim
iOlllt names of the Watershed District and Shakopee.
Section ~.03. Assi.stance by Shakopee. In the eyent that it becomes necessary in the
opinion of the Watershed District to acquire the required easements by means of condemnation
proceedings, Shakopee shall cooperate with and assist the Watershed District in pursuing
condemnation. In that event, all legal proceedings shall be brought in the joint name of the
Watershed District and Shakopee by the Shakopee City Attorney in accordance with Shakopee
Resolution No. 1643.
Section ~.04.:. Easement Acquisition Costs. AIl costs or expense necessary and
incidental to the acquisition ofthe-_easements for the Olltlet Chalmel shall be the responsibility
of and borne by the ','Tatershed DistrictProiect Cooperators according to the cost-share allocation
specified ill Article VII. The Proiect Cooperators shall contribllte their share of the easemel1t
acquisition costs to the Constnlction FUlld. The costs for "Yy'vhich the Vir ater:Jhod District shall
hU'v'e direct and 6]{clusive responsibility' shall include ,\\1ithO'"lt limitatioll all costs related to the
acq:'lisition Oft118 easements, legal feeo, court cost:J, appraisal fees,suIPTley fees, absti:'ucting fee8,
and recordil1g fees. The '\Xlater~hed District agrees to indemnif~Y' and hold, S11a.kopee hllro11ess
from an)? and al11iabilit); o.f any natLlre arising from, and for alL oo:]t and expense relating to, the
acqui3ition of the eU3C.ments.
_Sectio112.05. Pa.}Tment of Easement J.'\.cq:risitfon Costs. TIle VlaterGhed District s11a11 PU)P
the casenlcnt aoquisition costs on or before 30 da:rs follo'lling receipt ofilia proceeds from the_
'sale oftllc m~micipal bondJ used to finance tile Lal~e Outlet in tile e'/cnt that the oontracts for tho
impro~/ements arc let and the ~y'~?orI( on the impro'ry'cments proceedo. In the e~y"ent that the
Watershed District elects either not to let contracts for the impro'yements or elects not to let
contracts for the impro"l'y'61nents or elects not to comn1enoe "y'lork on the ini.pro~;ements, the
9
I DRAFT: 9-6-05
l ,-
easenlcnt acquisition co~t s11aIl be paid on or before 30 days after receipt of the reimb~rrsement
:
fwlds rec.ei"ved from Scott County in accordmlce "'(lith 11innesotn Statutes Section.1112. '17, Subd.
2, (1955, as amended). The V/atershed Di~trict agl'ecs to indonmifv a11d hold S11ulco-pco harmless
fl.'om nn-;~ costs or Oicponses related to" easem~llt acqllisition.
ARTICLE V
CONSTRUCTION OF OUTLET CfIANNEL RESTORATION AND ENHANCEMENT
PROJECT
Section 5.01. Gel1eraL 111e Outlet Channel is in need ofrestoratiol1 and ellha11Cement to .
stabilize the channel b~s aild ellsure adequate capacity for existing and flIture storm water
COI1VeYaJ.lce needs. The final design for eacll semnent of the Outlet Channel Restoration and
-.
Enllancelnent Proiect shall be consistent vvith the Conce1;>tuaI Design and Sllall accommodate the
expected drainage capacity needs of the Proiect Cooperators as identified in Table 3 above.
Section 5.02. R~s'oonslbilities for Outlet Channel Resto~.ation and El1hancernent Pr~i~ct. ,(
. The Watershed District will1ead and coordinate the project tc? design al1~ constnlct the Outlet -
Channel restoration 811d enhancenlents. . Prior to constnlction" the District sIlaIl obtain all pernlits
and approvals reqtured by any QOVernnlelltal unit havlllg 1 uris diction over the Olltlet Chromel
Restoration and Enhancement Proiect. including "vithout limitation Prior Lake" Sllakopee" the
Lower Minnesota River Watershed District" tIle Departlnent ofNatuf?-l Res<?~c~s ap.q _the U.S.
AmlY Corps of Reserves. The District shall design the Outlet Channel Restoration and I
I
I
Enhancelnent Project to confonn to generally acceptable engineering practices and the
i
f
Conce.ptual Design~ and shall consult with the Proiect Cooperators during the final design of I
I
each channel segnlel1t. The Watersl1ed District shall furnish the Pro.ject Cooperators with I
I
_ complete copies of the final draft plans and specifications for each segment of the Outlet
Channel for their review and con~nlent. The Proiect Cooperators shall approve tile plans and I
specifications or request modificatiol1s withi1160 days of receiving the final draft 'Plans fl:om the I
Watershed District The Watershed District shall endeavor to incorporate the COlnments and i
I
!
f
needs of the Proiect Cooperators into the plans. However" if situations arise where the i
I'
!I
Watershed District receives comments that are inconslstent "vith the Outlet Chamlel design ( 'I
capacity needs.. the Conceptual Desi~ or with other comn1ents" to avoid delays in the proiect the
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I DRAFT: 9-6-05
Watershed District's determination on questions of design s11all be conclusive aJ.ld the dispute
resolution provisiol1S of Article X shall not apply.
Seetio115.03. Consnuction Sclledule. The design and COllst!llction oft11e Outlet Channel
Restoration and Enhancelnellt Proiect is expected to OCCllr over a period ofJ1,'e vears.. beginning
i112005. The construction activities "viII be schedllled to coordinate with the Sllbdivision 811d
development of land adiacent to tile Outlet Channel to the extent -possible. TIle anticipated
constructiol1 scl1edule for the Olltlet Chromel Restotation and El1hal1cement Proiect is more
particularly described in E;drlbit "C"ot which is attacl1ed hereto and by reference Inade a "part
hereof.
Sectio115.04. Use of the Outlet Channel During Construction a.tld Vegetation
Establishment. The Otltlet Channel will COl1tinue to be used by the Proiect Cooperators for
stolmwater conveyance while the Outlet Channel Restoration and Enl1ancement Proiect is under
constnlction and before the vegetation is fully established. During construction and lmtil the
vegetation"is established" erosion control best management practices will "be installed and
maintained and the construction efforts will be sequenced to protect d~vvnstream resources.
Despite these efforts" a situation nlay arise where 'a dovrostream i~pact occurs following a large.
rainfall or other nlll0ff- or weather-related event. In tile event of a d0W11stream. impact.. the
Proiect Cooperators shall work tOgetller to remediate the impact. and s11aIl include that work as
an elenlel1t of the overall Outlet Channel Restoration and Enhancement Proiectot Sllbiect to the
cost-sl1are allocation specified in Article VII.
Section 5.05. Obligatioll to COlltribllte to the Cost of the Olltlet Channel Restoration and
Enhancement Proiect. All c"osts and expel1se for the design and construction of the Outlet . -
Cl1annel Restoration and Enhance.ment Pro'ject are tI1e responsibility of the Proiect Cooperators
as s.pecified in Artici6 VII. A C011struction Fund. shall be established for ~he costs of
constructing the Outlet Channel Restoration and Enllancement Proiect~ according to Article VII
below.
ARTICLE VI
OPERA TION AND MAINTENANCE OF DR/\il'J.L^.GE OUTLET CHANNEL
Section 6.01" Obligation of "\llatershed District to Pro"/ide Initia.l Construction \X.'arrantT,'
for Drainage channel Impro"lsments. For a period ofthrse (3) year8 follo\"r/ing completion ofth.e
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I DRAFT: 9-6-05
lllprovClnellts Inade to the drainage cIlam1el as part of the lllitial construction of the Lake Outlet, (
. .
the ~'Cltershed District sI1a1111aTy~e the sole U11d eJCcl:1si've obligation to stabilize tile chmmel banI{
and restore allY damage to the drainage ohmmcl or adjoiIling propert)}" resultil1g troIn the initial
con~truction \vork. In addition, any. -(),,Pork perf o I1ned by the V/llterslled District durll.1g.tlle
foregoing three (3) yeai period to repair, roplace or correct defects that arise out of or in
com18ction "iVitll the initial constr"lction shall be similar!)' guaranteed for an additional three (3)
)7ear period fron1 and ufter the date of such repair, replacement or correction.
Section 6.0 I. Gel1eral. Following the completion of each Segme11t of the Outlet Channel
Restoratiol1 a.11d EnhaJlcenlel1t Pl*oiect" atmllal operatiol1 and mai11tenance activities will be
necessary to D1onitor tile status of the Outlet Channel al1d ellsure the stability and C011tinlled
perfOl1TIanCe of tile channel, In addition. occasional enlergency repairs may be reqlured
following significant or Sllstail1ed flow events.. and due to nOllnal wear aIld tear.
Section 6.02. Responsibilities for Outlet Channel Operation and Maintenance. The
Waterslled District shall be responsible for inspecting and coordinating the o-peration and
maintenaI1Ce of the Outlet ChBllne1. Alllnaintel1ance activities shall conform to the maintenance (
plan for the. Outlet Channel" gen_eraIly acceotable engineering practices and the Conceptual
Desi~1 The District sIlall obtalll all permits a11d approvals reauired for the maultenance
activities by IDlY govelnmentaltmit having iUl'isdictiol1 over the Outlet Channel" including
without limitatioll Prior Lake~ Shakopee" tile Lower .Minnesota Watershed District~ the
Depmtmel1t ofNatlrral Resources 8.11d the U.S. ArnlY C017?S of Reserves. VVhep. immediate
action is not required to address an identified maintenance need~ the Watershed District shall
furnish the Proiect Cooperators vvith complete copies of tIle plans and specifications for the
n1aintenance activity for their review and comment. The Project Cooperators shall ap.prove the
plans al1d s.pecifications or request modi.fications withiIl 15 days of receiving them from the
Waters]led District. The Waterslled District shall endeavor to incorporate the connnents and
needs of the Proi ect Cooperators il1tO the plans. l-Iowever~ if situations arise where the I
i
I
Watershed District receives COlnnlellts t11at are inconsistel1t with the Olltlet Chmmel olaintenance
needs~ the C011ceptual Design or with other comments~ to avoid delays in Outlet Cl1anneI
Inaintenance the \Vatershed District's detemullation on Qltestions of maintenance shall be
conclusive and the cliSplLte resolution provisions of Article X shall not apply. ( '1
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I DRAFT: 9-6-05
Sectio116.03. Inspection. of the Outlet Channel. Eacll year. the Watershed District shall
inspect the Otltlet Channel according to the procedlu.es establisl1ed in the Olltlet Operating Plan
(2004~ as anlel1cled). hl tIle evellt that an inspectioll reveal.s that repair or-maintenance is required
to nlaintain the stability of the channel banks~ ensure tile free flow of water tlrrouflh the Outlet
Cllannel~ or prevent downstream impacts" the District s11a11 coordinate tile completion of such
repairs or maintenance in accordance with this Article.
Section 6.04. ROlltineMaintenance. Routine maintena11Ce of the Otltlet ChanneL such as
. .
mowing or burning t11e vegetation and relnoving sediment from accrunulatio-n zones't shall be
necessary to ensure contlllued bank stability.. prevel1t encroachtnent bv Ulldesirable \veed species'l
and prevellt Inigration of sediment dO"W.11streanl. . For each segtnent of the Outlet Channel" a
maintenance plan shall be cOlnpleted ~l.1d shall be reviewed by the Proiect Coo-perators prior to
COlTIlnellceinent of the routine Inailltel1ance activities. The Proiect Cooperators shall approve the
maintenance plan or reQ1Lest modifications within 60 days of receiving it from the Watershed.
District. The Watershed District shall endeavor to incorporate the comments and needs of the
Proiect Cooperators into the plan. However. if situations arise where the Watershed District
receives corn.ments that are inconsistent with 111e Outlet Channel maintenance needs" the
COl1ceptual Design. or with other comtnents~ to avoid delays in Outlet Channel maintenance the
Watersl1ed District's determinatiol1 on questions oflnaintellance 811a11 be conclusive and tlle
dispute resolution -provisions of Article X shall not apply.
Section 6.05. Emergel1cy Repair aJ.ld Maintena11ce. On occasion. weather conditions or
flow patterns along the Olltlet Channel may result in a bank faillrre" c"ulvert obstruction or other
conditiol1 tllat requires prom1;>t repair or maintenance to ensure free t1ew of water in the Outlet
Channel, maintain channel stability and avoid downstream impacts. The need for emergency or
non-r~utine'nlaintenance activities may be identified by any oft.he Proiect Cooperators_and
communicated to the Wate.1~shed District. 011ce tile l1eed is identified't a plan shall be developed
for conlpleting the necessary re-pair or ma~tenance that cOllfonns to tile Conc~ptual Design. If
the Watershed District is unavailable or unable to respond to complete the emergel1CV repair or
maintenance~ any of the Project Cooperators may cOln1;)Iete the maintenance and the associated
costs shall be paid from the Emergenc.y Maintenance FWld. The Proiect Cooperator completing
the emergency repair or maintenance shall endeavor to provide the other Proiect Cooperators
Wit11 24110urS notice of any emergency repair or maintenance activity: however" tIle Proiect
13
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I DRAFT: 9-6-05
Cooperator is entitled to move forward wit11 tile emergency nla1ntenance activity regardless of (
response froIn the ot11er Proiect Partners. provided tllat tIle activity cOl1fonns to tile Concephlal
Design.
Section 6.06. Obligation to.Pay fo.r the Costs of Outlet Chamlel O-peratiol1 aIld
Maintenance.
(a) The Proiect Cooperators shalll1ave a continuing obligation throughout the
entire term of this Agreelnent to contribute to tile cost inCllITed for the rOlltine operation
alld n1aintenance oft11e Outlet ChanneL including vegetation Dlanagenlent" sedilnent
~elnoval'l aJ.ld Olltlet Chromel ins'pections. An Operating FUlld shall be establislled for the
costs of operation and rOlltine maintenance according to A1iicle VII below"
(b) The Proiect CoolJerators shall also have a continuing obligation throu~out
the entire tenn oftrus Agreelnent to contribllte to the cost illclu1'ed for the emergel1cy
repair and maintenance of the Outlet Cllannelll provided that the need for the emerfSency
repair or maintenance is not the result of flows exceeding the flow limitations identified
in Tables 2 and 3. .All Emergency Maintenance Fund shall be establisl1ed for the costs of (
enlergency repair and maintenance according to Article VII below. If the need for
emergency repair or maintenance results from flows exceedil1g the flow llinitations
identified in Tables 2 and 3~ the parties that exceed their flow.limitations shall be
responsible for tile costs oft1le emergency repair or maintenance in an amolmt
I proportional to their flow.
Section 6.02. Obli1;atiollS ofWatel'shed District to Contribute to tile Ro'utine ~,faintenance
of Dra.inage Channel.
(a.) III addition to its obligations to pro-r.,ide construction "'r'vUl1.anties pursuilllt to Section
6.01, the 'flo.tersllcd District shall hr:l'/8 u continuing obligation th:oughout the elltire term of this .
f--.greement to contribute to the cost'illcwTed for the routll16 lTIainte:llnnoe of the drainage chamlel. !
TIle amount ofilie Vlntershed Distriot's contribution to tile routine maintenanoe of the drai11age
chmmel shall be detennines Q8 Iollo'.'vs:
(i)Bcfore the time that S11nkOpCC alters or other~,,"'yTL:;e makes use of tile drainage
chromel in connection '..vith its cOY,ferall drainage plan or in connection \vith the
installation of public sen~ices and~utilities, the VlatersIled District shall ha~/e ( I
j 14 I
I I
1
1 DRAFT: 9-6-05
soLe and eJrclusi'y"6 obligatian~ to perfoml and pa~l the cost of all routine
maintenance to tile drainage channeL
(ii).l\.fter tho tinle that -Shakopee nlodifies tJ.16 drainage channel in comlcction "r',7itll its
Q'f/erall drainage plan or in C0l111ection "r"fT~it11 tI10 installation of public services and
utilities, the VlatershedDistrict s11all ha'{e tile sole and e)rcl:'l~i"Ye obligation to
pClform and pair the cost of all routine mailltenOllce to th~t portion of the drainage
ohunnel.])7ingsouthe-rly ofDean'8 Lal~e (incl~ld'ing the Dean's Lales di~/ersion
structure); pro'vided, hO'ry"'/trVer, that at such tune as there e~cists continuous flo"?t of
\~later bet\:veel1 tile Inain outlet struohrre on Prior truce and State Highv/ay }~ o. 101, the
\Vatershcd District ~hull ha"lcsole and exclu:Jive obligatio:n to perfonn and pay the
cost of routine mallltcnance for tho entire drainago channel. In 110 6\'ent, hO\"'y7e"/er,
-shall tho ",ll atersllsd District 11(l"'/6 any respol1sibilit)r for loss or danlage to an)' public
:Jsr'r/ices or utilities installed. or maintained ill the drainago channel easement by.
8hakopee.
(b) In addition to the continuing obligatio118 oitha Watershed Di::rtrict to "oontribute to the
routine maintel1illlce ofth.6 dr~inage cl1annel, t116 V/atershed District sI1al1 ho:ve tIle. obligation of
inspecting the drainage chamlel beforo and after releasing 'fr~/ater froln Prior Lake and shall repair
any impediment to 3uch discharge before releasing "'rvater Q.l1d re8tore any dmnage caused to the
drainage chamlel bi' such discharge thereafter, The post discllargc inspection ~ha11 be mudc as
soon as praotical after the dischargo has elIded. f.l.llY emergency' restoration "';vorlc as eyidonced
bj' the inspection shall be made as soon as practical after the disoharge has ended. -,\n)'
emergono)' restor"o.tion ~yYork as 6"'"/idcncod by tho "inspectfon shall be completed "'yvithin n time
frame consistent ~y~ritI1 the sev.erity of the dama.ge caused and SUCl1 other physical and ~l,'eatller
conditiol1S tI1ut may bear llpon t11e ',"vork to be .perforlned. III no ~r\'ent, hOV{e~ler, shall the tiIne
fran16 for oompleting ponnanellt repairs c]cceed OIle (1) year [raIn the date that the d"ischurge
causi;1g tile danluge 'fvVU:J el1ded.
Sectiol16.03. Obligation of Shalcopce to COlltriblltc to the Routine ~faitltenmlce of Drmnage
Channel.
(a.) Before the time tlla.t ShcLl(opee modifies the draina.ge channel in connection "ivith its
Q'r;ero.ll drainage plnn or in connection "',villi the installation of pltblio sel\'ioes and utilities,
15
I DRAFT: 9-6...05
( ,-
Shakopee shall hU"f/e no obligation to contribute to the cost Oftll0 routine maintenanco of the
drall1age chmmel.
'-'
drainage plilll, or in COllllcction Tt"'/ith tile installation of pllblic services an4 utilities, and .c~(cept as
otherTT"Ylise pro'r/ided in Section 6.02 en) (ii) Shakopee shnlll1uT,re the sole and cJccl-asi...y'e obligation
to perfolm and PU)1 tile cost or all routll1e maints:nan.ce to that portion Oftl18 draina.ge channel
ly'ing ~outherl)' of Dean's LQ,lce.
ARTICLE VIr
1 OUTLET CI-IANNEL COST -SHARE AND FUNDING
Section 7.01. General. The responsibility of the cost for the design" construction"
o-peration~ repair andmailltenance of the Olltlet Chmmel shall be distributed among the Proiect
Cooperators based on the following general principles:
! (a) TIle cost-share obligation shall be allocated amon~ the Proiect Coo.perators
! based on each Project Cooperator's estiluated need for and antici1;>ated u.se oftl1e Outlet (
Channel for storm water conveyance.
(b) The Watershed District's cost-share 0 b.Iieatiol1 shall be based on the maxinl11nl
65 cubic feet -per secolld discllar2e :fi~om the Outlet Structure.
(c) The cost-sllare obligation for Prior Lake~ Shakopee and the SMSC shall be
based 011 eacll Proiect Cooperatot's contributulg drainage area to tile Outlet Cl1annel - 1
dOvYnstream of the Outlet Structure and t11eir stated rate control goals for the Outlet I
C118l11?-el draina~e area(s) within their 1urisdiction.
( d) The contributing drainage area fronl the SMSC shall. include lands held in fee
al1d. lands held in trust.
( e) A separate co.st-sl1a.re allocation sIlal1 be deternlll1ed tor each Outlet Channel
segment.
(f) Each Project Cooperator's cost-share obligatioll sIlall begin at the 1;Joint where
stornrw-ater fronl that Proiect Cooperator's iurisdictional boundaries flow into the Olltlet
Channet and shall extend from that first point of discharge downstream to the ooint of
inlet into Blue Lal<e. (
~
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I DRAFT: 9-6-05
Sectiol17.02. Cost-Share Allocation. .AIl costs and expense for the design and
constIuction of the Olltlet Charmel Restoration and Enhancenlent Proiect ill COl1fomlal1ce vvith
tIle Conceptual Desimltt alld the ongoing operatioll'l nlaintenance and re-pair of the .Outlet Cllan11el
are the res-ponsibilitv of tIle Proiect Cooperators as s-pecified in Table 4. TIle costs sllall inclllde
'Without limitation all costs for the construction.. operation and maintenance of the Outlet
Channel. including construction costs. easement acquisition costs. design costs. engineering fees.
vegetation managemellt costS'l staff costs'! legal fees.. and .perniit ~pplicatjon fees and related
expel1ses. The fomlula used to calculate the cost-share allocation is based on tile l1vdrologic and
drall1age area infonnation described in Tables 1 throug113" and is nlore particularly described on
Exhibit -'D'\ vvhich is attached hereto and bv reference made a part hereof. The estimated cost to
each Proiect Cooperator. for the design aJ.lcl construction of the Olltlet Channel Restoration and
EnhaJ.lcement Proiect and the first fiv~ years of maintenance is more particlllarlv described 011
Exhibit "E'\ which ~s attached hereto and by referellce made a part hereof. - lfthe SMSC fails to
meet its obligations lmder the separate MOA with the Project Coo-perators.. the cost-share
allocated to the SMSC shall be shared by the Watershed District. Prior Lake and Shakopee
accorcling to the cost~share percel1tageS calculated without the SMSC.
Table 4. Cost-Sllare Allocation fot Outlet Chamlel
I Outlet Channel
Se2:ment Cost-Share Percenta!!e for Each Project Coonel.ator ~
I Watershed C.ity of Prior City of
District Lake S11akopee SM"SC
I 1 91.7% . 7.9% '0% 0.4% 100%
2 88.9% ] 0.7% 0% 0.4% 100%
3 76.7% 20.7% 2.2% 0.4% 100%
~ 40.1 % 15.2% 33.50/0 11.2% 100%
5 36.6% 13.9% 39.2% 10.3% 100%
Q 36.9% 14.0% 37.3% i 1.9%- 100%
1 29.1 % ] 1.0% 50.5% 9.4.% 100%
f ~ 28.7% 10.9% 51.2% 9.2% tOO%
Sectio117.03. Revisions to the Cost-Share Allocation Due to Changes in Drail1age Area
Downstream of the Outlet Struc~e.Becallse the cost-share allocation is based in part on
relative drainage area within the Olltlet Channel_watershed downstream of the Outlet Stnlcture.. if
tms Outlet Channel_drainage area cllanges bv more than 40 acres for any of the Proiect
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I I DRAFT: 9-6-05
Cooperator~ tlle cost-sl1are allocation will be revised according to the nlethod described in .(
j Exhibit D. Follo\vhlg such a revision all'\' easement acquisition" desigIl" constructioll~ operation
or maintellance costs inCllTI'ed after the change in drainage area will be bonle bv tile Proiect
Cooperators accordin~ to tIle revised cost-sllare allocation" except that if tile change in drail1age
area results in an increased flow to the Olltlet Channel beyond the design parameters specified in
this Agreement" the Proiect Coonerator with tile increased flow shall make or install at its sole
cost all nnprovelnents necessary to increase the ca.pacitv oftlle Outlet Channel to handle the
increased flow. TIle costs s11al1 include without limitation all costs for the constnlction of the
in.creased capacity for the Outlet Channet including direct constnlction costs" easement
acqlusitiol1 costs" design costs" engineeri11g fees" staff costs" legal fees" and pem1it application
fees and related expel1ses.
Section 7.04. AmIUa! Coordination and Plaruling Meeting. Eacl1 year in March" the
Watershed District shall convene tile Proiect Cooperators t~ diScllss'the design~ constnlction..
operation an~ maintenance ~ctivities planned for the Olltlet Channel that year. and-to develop
budgets for construction. operation and mmn~enance activities. The Proj~ct Cooperators shall (
also review the -previous year's activities.. review any requested modIfications to the cost-share
allocation due to c.11anges in drainage area" and refine the constnlction cost estinlates based on
the most recent oraiect data. If for any reason the Proiect Cooperators fail to agree on a budget
for Outlet Channel construction" operation WId maintenance activities" the budget for the prior
year shall apply to the next vear" and the anntlal contribution of eacl1 pr~iect_Coopel'ator shall be
based on that budget.
Section 7.05. Creation. of Constnlction Flmd 8.11d Payment of Constrllction Cost-Sllare.
Beginning in 2006" a Construction Fund shall be established for the cost of designing and
constructing the Outlet CharuleI Restoration and Enhal1cement Proiect and acquiring 'necessary
easements.. In Janltary of each year of the constnlction proiect~ each Proiect Cooperator shall
deposit lllto the COllStrUCtiOl1 Fund their s11are of the el1guleer's estilnate of the design" easemellt
acquisition and consmlction costs for that calendar year" according to the cost-share allocation in
...
Section 7.02. TIle ConstluctiOl1 Fluid shall be adnlil1.istered by the Watersl1ed District in
- accordance with the following provisions:
(a) The Watershed District may access the Construction Fund at any time to pay C
tIle actual costs of acquiring easements for and design and construction of the Outlet - .
I 18
1 DRAFT: 9-6-05
Channel Restoratioll and Enha11ce.ment Project~ includil1gappraisal fees. easenlel1t
transaction costs~ engineering and desitn1 fees" pemlitting fees.. C011StruCtiO.tl costS'l and
staff costs:
(b) TIle Watershed District shall 'Provide a Stnnnlary of the COl1Structioll Fund
balance to the Proiect Coo-perators on a quarterly basis:
(c) Follovvillg tile end of the fiscal ye8! and before Januarv 30 of the next year~
the Watershed District shaH provide the Proiect Coo_perators wit11 a detailed aCColmting of
tl1e Construction Flmd for the previous year. Any nmds remaining at year end shall be
credited to each Proiect Cooperator according to tIle cost-sl1areallocation in Section 7.02
and the an10unt shall be Sllbtracted fronl tIle next year's funding contribtltion:
( d) All interest earned bv the Constnlction Ftmd shall remain in the fund for
future construction expenditures. Funds shall be retainecl III aCColmts that COlTIOnn to the
reQ1Urements of Minnesota Statutes Chapter 118A: and
(e) Following the construction of the Olltlet Channel Restol.ation and
Enha.ncenlent Proiect and ~e cODlpletion of all construction COl~tracts and obligatiol1S" the
Watersh~d District 5]18.11 pre-pare and furnish to the Proiect Coo_perators a final accounting
report for the Construction Fund. TIle balance of the Construction Fund upon completion
of the Outlet CllanneI restoration and En11ancelnent Proiect shall be rettlnled to the
Proiect Cooperators according to the cost-share aIlocatiol1 in Section 7.02 01" applied to a
i
Proiect Cooperator's share of the annllal Operating Fund contriblltion at the Proiect
Cooperator's direction.
Section 7.06. Creation of O]Jerating Fund and Payment of O.peration and Maintenance
Cost-Share. Begil1ning in 2006" the Proiect Cooperators shall establis:l18.11 Operating Fllnd to pay
the costs o.f Outlet Chanl1el operatio.n and routine nlaintenance activities: In Jantlary of each
year't eacli Proiect Cooperator shall deposit illtO the Opetating Fund their s11are of the operations
and routulemaintellance blldget for that year" according to the cost-share aIlocat.iol1 ill Section
7.02. The Qneratu12 Ftmd shall be amninistered by tlle Watershed District in aCCOrda11Ce with
the follovving "provi~ions:
(a) The \V8:tershed District may access the funds in the Op.erating Fund at any
time to pay the actual costs of o.peration and routine maintenance of the_ Olttlet ChanneL
. including construction and maintenance costs" staff costs and engineering fees:
19
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I.
I DRAFT: 9-6-05
( /
(b) The operation and rOlltine nlaintenance expenditures shall be consistent with
- -
the budget developed dllring' the 811l1Ual Coordination and Pla11mllg Meeting. Any
variatioll frOlTI the blldQ:et of more t1lan 10 perc.ellt shall first be agreed UpOll ill wTiting by
tl1e Proiect Cooperators: .
(c) 1)le Watershed District shall -provide a summary of the Operatil1g Fund
b-alance to tile Proiect Cooperators on a Qu.arterlv basis:
(d) Follovving the end of the fiscal year and before January 30 of the next year~ the
vVatershed District shall provide the Proiect Cooperators with a detailed aCColmtlll@: of the
Operatine: Fund for the preyious year~ and sllall either invoice tIle Proiect Cooperators for
any deficit" refu11d any surplus~ or CaJ.l)' forward the balance to the next year of Outlet
Channel o-perations and routine maintellance: and
( e) All illterest earned by tile Operating FUlld shall remain in ~he MId fot filhrre
o-peration and routine maintenance ex-penditures. Funds shall be retained in aCCOlll1ts t11at j
I
COmarol to the ~equirelnents of Minnesota Statutes Chapter 118A. II
Sectiol1 7.07.. Creatio:n ofEnlere:enCy Maintenance FWld and Payment of Emergency
( Ii
Maintenapce Cost-Share. An Eme~gencv Maintel1ance Fund of $250,,000 shall be established I
dllring the fll'st five years of the Olltlet Channel Restoration and Enhancenlel1t Proiect to provide
a stable ful1diIlg SOlU'ce for the completion of emergellcv maintenance and repairs as needed t
:
along the Olltlet Channel. The Emergency Mainten811Ce Fund sllall be established by five years i
I
I
of 8.1111Ual contributions of $50~OOO from tlle Proiect Cooperators~ beginning in the year 2006, i
according to the cost-share allocation identified in Section 7.02. The Emergency Maintenance I
I
Fund shall be administered by the Watershed District in accordance vvith the following ,
I
provisions: !
I
. - (a) A Proiect Coo_perator that completes emergency re.pair or nlaintenance oftlle I
I
. Outlet Cl1amlel accordillg t.o Section 6.05 may access the funds in the Emergency I
I
Mail1tenance Fund at a11V tinle to pay the costs of the emergel1cv mallltenance. Eligible
!
costs nlay include but are not linrited to COllstrllction costs" staff ~osts a1Id engineering
fees:
(b) Following the completion of the lIon-routine or emergency maintenance~ tile I
Proiect Cooperator that com.pleted the work shall submit to the other Proiect Cooperators I
( I
I
an accounting of the cost of the nlaintenance~ including constructiol1 costs" engineering i
I
r
;
20 I
I DRAFT: 9-6-05
fees and staff costs~ and the Watershed Pistrict shall reimburse the Project Cooperator for
the cost of the non-routine or emergency nlaintehance work from the Emergency
Mailltena.I1Ce Flmd:
( c) III the frrst full fiscal year following the completion of an enler~ellCY or non-
rotttine nlaintenance activity" the Proiect Cooperators responsible for tllat segment sllalt
by Januarv 30" replenish the Emergency Maintenance FLUId ill an aJ.nount equal to the
cost of the maintenance activity'l including ellgineerinQ: fees and staff time .pIllS an
inflation factor equal to the Erzgineering News Record Constnlction Cost Index"
accordu.1g to tile cost-s.11a.re formula identified in Section 7.02:
Cd) The Watershed District shall provide a SUlDlnarv oft1le Emergency
Maintenance Fund balance to the Project Cooperators .on a quarterly basis:
(e) Following the end of the fiscal year and before ~anu81'Y 30 oft11e llext vear~ tIle
Watershed District shall provide the Proiect Coo.perators with a detailed accolmtinQ of the
Emergency Maintenance FlUld for the oreviollS year: and
(f) All interest ean1e~ by the E.mergency Maintenance Fund shall remain in tile
fund for fuuu.e n1aintenance ex_penditures. Funds shall be retained in aCCOllllts that
conform to the requirenlents of Minnesota Statutes Chapter I 18A.
Sectio117.08. Admil1istration and Recordkeeping. The Watershed District shall
adnllnister the Constnlction Fund" Ooerating FlUld~ and EnlergenCY Mallltenance F1Uld
accOrdUlf! to tile foIlowillg -provisions:
(a) The Watershed District shall retain all fmanciaI records for a period of six
ye.ars follo"vlllg the co~pletion of the worl{:
(b) The Watershed- District shaI I.provide quarterl v fimd balance statements to. tl1e
Proj.ect Cooperators:
(c) By Januarv 30 of each year... the Watersl1ed District 811a11 provide the Proiect
Cooperators Wit11 a detailed accoll:l1tll1g of ~he incolne~ expenditures" and vear-elld
balaJ.lce for eacl1 Fund.for the previous year:
Cd) The Waterslled District shall il1clude tile Flmds ill its annual audit and provide
a copy of the audit to tile Pr~ject Cooperators~ and upon request sllall make these
financial records available for review or audit by any Proiect Cooperator: and
21
I DRAFT: 9-6-05
(e) TheWatersl1ed District shall be el1titled to reimbursement fronl tile Operating (
. .. . -
" -
Fund for tIle aCTIlal staff costs and accolmting fees associated 'Vvith o1aintaini11g the
financial records and conlpleting the re1?Ortil1~ for the Constr~ctiol1 Flmdlt Operating
Fun~'1 and Elnergencv Maintenance Fund.
ARTICLE mVllI
CONSTRUCTION AND OPERATION OF L~^-L.I.Tffi PRIOR LAKE OUTLET STRUCT"URE
Section ;~.Ol. Obligation of Watershed District. The construction of the Outlet
Strucnll'e OIl Prior LakeLnke Olltlet, including "ryithout linlitation tile construotion of all chwmel
inlprOVClnel1ts oppmicnmlt theret0a11Y repairs or improvements, shall be the sole and exclusive
responsibility of the Watershed District. Prior to the conunencement of construction, the
Water~hed District shall obtain all permits and approvals required .by any governmental unit
having jurisdiction over the Like Outlet improyementsOutlet Stru_cture, including without
limitation permits from Shakopee, the Lo~..'{er 11ir...nesota Watershed .Di~trict, tile 11innesota
"tl/ater ResolU.ces Board Prior ~ake, and the Minnesota Department of Natural Resources;4he (
EnTy;ronmental Quality C.ouncil and the J\1etropolitnn Counoil.
Section ;.B,.02. Plans and Specifications for the ~Outlet Structurelnlpro"fsmOllts. The
Watershed District shall design the Lake Outlet Outlet Strucurre improvements to conform with
generally acceptable engineering specifications and the fllldings of the "Prior Lake Outlet
Chromel al1d Lake V ollune M8.11agem_ent Stud y~'. May 2003. The. W ater~hed District shall
furnish Shnlcopee Prior Lake with complete copies of the plans and specifications for the baJ€e
GatletOutlet Stlucture improvements certified to by the Watershed District's engineer. Prior I
I
Lake Shal(opee shall approve or request modificatioll to aI~ such plans and specifications as they
I
relate to improvements to be placed within its corporate limits within 60 days ofrece:ivhlg a !
completed request for approval fr01TI the Watershed District. The Watershed District's
determination on questions of design shall be conclusive as to the parties to this Agreement, so
long as the design is consistent "vith the otltlet strucurre concept identified ill the "Prior Lake I
Olltlet Chamlel and Lake Vollune Ma11agement Study'\ Mav 2003. ,
Section ;.B..03 Payment of balre-Outlet Structure Construction Costs. All costs or I
r
expenses incurred to construct repair and maintain the ba:k:e-Outlet Struct1.lre impro~/ements shall (
be the responsibility of and borne by. the Watershed District. The costs to be paid by Watershed
l-
I
22 I
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District shall include without limitation all direct construction costs, engineering fees, legal fees,
administration expense and permit application fees. The Watershed District shall indenmify and
hold Prior Lake and Shakop~e harmless from any liability for any cost or expense incurred -in
constructing or mail1tainin~ the :balre-Outlet Stnlctureimpro~v'emonts.
Section 8.04. O-peration ofOlltlet Stnlcture. Water.shall be released from the Prior Lal(e
Outlet Structure in accordance with the Outlet Operating Plan (2004. as amended).
"ARTICLE N
OPEP~^..TIOl'I OF LL^.a.KE OUTLET
Section 1. 01. General.
(a.)Water shall not be released from Prior Lake by opening the main Lake Outlet gate a(a11Y time
when such discharge wo....rld jeopardize the health, safety 01' prope-rty ofilia residents or property
o"'."Y"ners of 8hakopee.
(b)The determination of "w"/hen and to ""V]1Ut degree s:lchjeopardy ha:J ceased, or ha~ been reduced
to the e-xtent that the discharge of \~lUter from Prior Lake may commence, shall by made jointly
by the engineers of tho Vlatershed District, S11alcopee and Prior Lalce in accordanoe ",,~lith the
follo~r',,7ing procedures:
(i).l\.n inspectiol1 s11ull be Inade to de.termil1c the depth and "Y/clocit)' of'thc flO'(,'l at ",,7arioLls
locations in the drainage channel.
(ii) The a'lailable capacity milia drainage channel shall be dotennined by using Manning's
.equation for open cI1unnel fIo"Y,,"fyT. .I.^..ll calculations shall be pelformed' b)' the "r^/atershed
District's engineer and sh~ll be confumed by the engineers of Prior Lake and Sha.kope~..
. .
(iii) TIle "u"f/n.ilab!e capacity in the drainugechannel" shall be defined as the ca.lo~llated
maximilm rate of discharge atwhich thc Lake Outlet can bc allowed to opera.te ~.vithout
re31lIto.nt dama.ge to the draina.ge channel or to adj oining properties.
(c).^..fter the ayailablo capacity in the drainage channel has beon detcnnincd by the engineers of
the Vlatersh~d. District, Prior Lake and Shadcopee, the main Lake Oatlet gate may be opened
subject to adjustment so as to release ',vater at a rate that 'llill not exoeed tho ayailable capachy in
t4e ~drninage cl10D11el.
23
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I DRAFT: 9-6-05
Sectiol1/1.02. . t[otice to 8halcopee ofl11tent to Opell Main Lake Outlet Gate. Prior to tbe (
opening oft11elTIain Lo1(8 Outlet gate mid tile release of\Tjater froln Prior Lake, the \Xlatershed .
District shall gi"t/c Shalcopee 110 loss tllun 21 hours' udT/Uflce lloti~o ill accordanco "yT,;th Section
H-:G-h
Section 1.03. Inspection of Drainage Chamlsl.
(a)Prior to the opemllg ofilia main La1co Outlet gate and the release of Ty'\:ater from Prior Lake, the
'lVatershed District shull il1[jpeot the drainage cllar'.J1e.I to insure the free flO'..T,J' of'ly'/ute-r for the
anticipated rate and duration.oftl16 release period and to determine the u'vailable cnpucit), in the
drml1uge char~nel in accordanoe "y"tfitl1 Section 1. 0 1 (b). .1'-[ otice of an)' suoh inspection ::ihall be
given to the 611gil1eers of Prior Lalce and ShaIcopee. and either City may' eleot to hU"t/6 a
representative prC3cnt for any inspection. III the C"V'Cl1t that the inspoction ro",'eals that repair or
muil1tenOllOC io r.equired to mSlrre the free tlo'y'v of ".vater through the drainage channel, t11~ party
l1u-r/ing responsibilit:r for such repair.and maintenance in aocordance ',:vith .l\..&.~ole VI shall
.promptly perfoIln such repairs or mail1tenance so as to pre'lent an)' undue dola)' in the release of
'?,,"ater fi'onl Prior Lake. III tile e"/e:nt that such repair~ ~e not prolnptly' und6:rtaken by the (
re~ponsible party, the Vl atershed D.istrict shall ho.','e tIle right to perfonn, or ~a.use to be .
performed, the repairs to be made after 21 hours' notioe and to reoo"/sr the costs pertinent thereto
from the responsible party'. Dail)T lllspections of drail1ug'e cl1ar.J1el conditions shall be nlude by
the 'tluterslled District dui.d1g time8 that Lake Outlet drainage rates cx~ceed 20 CFS. In stIch
e~./el1t, the respon~iblc party shall reimburse- the Watcrsl1cd District upon due dCma11d therefore
for all oumc paid, or the fnir \'alue of illl)? ',york perfonned, by the "'AT atel'shed Distriot in
connection ',vitIl such repair or mnintenilllce.
(b) /'-'.fier the Inain Lake Outlet gate h-as been closed Q.l1d t11e '?/uter in the drainage ohannel 'has
recede,d, the V1o.tershed District shull n1a1ce an inspection of the drainage cl1Qr...nsl to det611nine
'f.."I{het11or it llas been damaged by t11e f]O~;T7 Of"T'f,7ntc~. fraIn Prior Lalce. l'1otice of any SUCJl
inspection ~hall be gi'vell to the 611gll16ers of Prior lal(e und Shal(opee, and eitller city nla.y elect to
!
hUT,.'e a repl'e3entati"/o prosell! for any illspeotion. In the event that the illspection rc-r,.7oals t11o.t i
I
I
repair or Inaintcl1tU1CC is required to lllsure the free tlo"rV of 'f,-'Iater tl1I'ough the draina.ge channel,
the part:1 hu"/ing responsibilit,y for suoh repair wld n1uintcnarice in accordarice ",-vith .L^.l.rticle '\'1
shall prolnptl); perfornl such repairs or maintenUllC,e so as to pre"\',~ent an)' undue delay in the (
release of"ty',1'uter from Prior Lake.
..
24 !
j DRAFT: 9-6-05
(c )The lllspection requirenlentJ set. faIth in Sections 11. 03 (a) and (b) constitute the minimum
obligation of the parties; and Ull)f part)f to thi~ ,,\grecluents11a11 hav's tile full right to make suel1
additiol1al il1spection Oft11C draina.ge char.J1el as it may deanl necessary, ",,"lith or vTithaut notice to
an:r other part)y.
(d) ':Vritten reports of all il1spections shall be made bj' the inspection part)' and slla11 be fOl"?/a.rded
to eaoh of the other .parties.
Section 11.01. O,Deration of Deo.l1's Lal<e Di'fyl'ersion Structure Gate.
(a) The '~'utershed District ~haJl ]luT/e the e;~clu~i"'l/e authority for the operatiOl] of the
Dean' s Lalce di""lersion stnlctlU-e gate except as othcn"/ise pro""rTided in this Section 1. 011.
Ch) The nonnal position of the Dean's Lake diversion structure gate (that is; the position
of'tho gate during times that "y~r"ater is not baing released from Prior Lwce)
shall not direct the flow of nmoff through Dean's Lake. Nevertheless, the Watershed District
agrees to conlply ",11th reasonable reqllests by Shakopee to di"'/ert normal nUloffthrough Dean's
Lake provided., however, that s:J.Ch reqaest shall be made to tho \Vatershed Distriet in Writing and
s11a11 be nccompCU1ied by tile ,,^...greement of Shalcopes_ to il'~deml1ify and hold the "tA'a.tershed
District hal1nless from any liability for loss, damage and cost, including Vlith~ut limitations
reasonable atiorney'2 fees, resulting from the di~/ersion ofrunofftlrrollgl1 Deans' lake pur3uant to
the request. of Shokopec.
(c) D:lring the periods tllut "T,J/uter being released front Prior Lulie is flO"r'ling tlrrOUgll
Deml ' s Lal~e di"version strllcturc, the diversion structure gato shall be positioned 80 as to di"T,ert all
rLlIlofft..1.rough Dean's Lake. Howe"'/sr, in the 8'lsnt tha.t the di"/61'sion of runoff into Dean's Lake
is clllliiing or creates an eminent danger to private property, 8hakopee spall have the authority to
abate the flow ofrunC?ff into Dean's Lake by repositioning the diversion structure gate to direct
all or part ofthe runoff to the e~isting natural drainage ro:1te. Shokopee shall ghe the Vlate..rshed
" . " -
District prior notice of its intent to r~direct the flo","v of rlUloff by adjustment of the di'/6fSiol1
structure gate.
Section 1.05. ,,^~dditional Opera.tion Conditions Itn-posed U:pon the \\'ater~hed District.
Tl10 Lake Outlet \ViII be operated in accordance ,,;tlith the tCl1ns and conditions of the pcnnit
issued b)' the 1\1innesota Department of}~atUi'a1 Rsso:rroos. j\. OopY' ofilia permit is attached
hereto as E)~iibit "B",and b)' roference made a part horeof
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I . ARTICLEWIX ( - - . :
IND EN[NIF I CATI ON . -
Section +.2.01. Indemnificatio~ of Shakopee and Prior Lake by the Watershed District.
Subiect to the linlitations of Minnesota Statutes Sections 466.01 to ~66. 15 .(1963 ~ as amended)" I
+:the Watershed District shall indeinnify and hold Shakopee and Prior lake harmless from any
and all liability, ~ost or expense, including without limitation rea~onable attorney's fees and
court costs, arising out of or in connec~ion with the construction, improvement, use and
maintenance of the drainage chanl1eIOutlet Cl1an11el by the Watershed District.
1 Section +.2102. Indenmification of the Watershed District and Prior Lake bv Shakopee.
i Subiect to the lilnitations of Minnesota Stattltes ~ectiol1S 466.01 to 466.15 (1963" as anlel1ded)"
Shakopee shall indemnify and h~ld ~e Watershed District_and Prior Lake harmless from any and
all liability, cost or expense, including without limitation reasonable attorney's fees and court
costs, arising out of or in connection ~th Shakopee's.improvement, use and maintenance of the
~ draina.ge chrnmelOlltlet Channel and the drainage cl1annel easement.
.
Sectiol19.03. Indenlnification of the Watershed District aJ1d Sbakopee by Prior Lake. (
Subiect to the linlitations of Minnesota Statutes Sections 466.01 to 466~ 15 (1963" as amen~ed)"
Prior Lake shall indenmlfy and 1101d the Watersl1ed District and S11akopee harnlless fronl any and
all J.iabilitv~ cost or expense" incIllcline: WitllOllt limitation reasonable attorney's fees and court
c.asts" arising out of or in connection with Prior Lake's imtJrovelnentll.use and maintenaJ.lce of the
Outlet Channel.
Section +.2.00-04. Insurance and Evidence Thereof. Each of the parties to this ."
Agre.ement shall provide on the demand of the other, evidence that th~ risks covered by this
Article are insured through an insurance company licensed to do business in the State of
Minnesota-by a policy.or policies having minimum per occurr~nce limits of three Hundred
. .
Thousand ($300,000.) Dollars.
ARTICLE ~X
RESOLUTIONS OF DISPUTES
i
Section -&10.01.:. Policy for Resolving Disputes. The parties to this Agreement
acknowledge that if disputes do arise over the construction of this Agreement, or over the rights (
and obligations of the parties hereto, such disputes will, in all likelihood, affect substantial rights . .
26 ,
I DRAFT: 9-6-05
with respect to the health and safety of the persons and property_ of the citizens residing within
their respective jurisdictions and will further arise under the time frames that do not allow for
extended investigatio1?- or negotiations regarding the relative merits of the respective position to
the dispute. Therefore, the following procedure for resolving disputes has been implemented to
give each party to this Agreement the opportunity to present, to the fullest extent possible, the
essence of their position to a qualified arbitrator and yet at the" same time receive a
knowledgeable decision, from a person having sufficient teclmical experience and expertise,
within the shortest possible time.
Section 810.02. Procedure for Resolving Dis-putes. All disputes arising: Ollt of or in
connection with this Agreement shall be resolved as follows:
(a) A Ineeting between the parties shall be held prolnntlv withUl five (5) days after
delivery of notice of allY dispute to attelnpt ill ~ood faith to negotiate a resollltioll of the
displlte. The displlte notice shall be delivered to all parties in tlle manner .provided herein
for notices.
(b) If \V itl1 in five (5) days after such meeting" or any addltional meetings as the
parties mutually deem necessary" or if the parties fail to meet withill five (5) d'ays after
delivery of the initial dispute notice" the J?a1iies agree to submit the dispute to Dlediation
in accordance 1tvith Rule 114 of the Minnesota Genetal Rules of Practice and bear equally
the costs of the mediatioll. The 1;Jarties agree to participate ill good faith in tile mediation
and negotiations related thereto fo1' a period often (10) days" unless tIle parties mutually
extend tile mediation period~ .
( c) If the parties are notsllccessful in resolving the dispute thro'ugli mediation.
then any remaining lll1resolved controversy or ClaiOl arising 011t of ox in connection with
tl1is Agreement shall be reso.Ived bv binding arbitration in accord.ance wjth Mim1esota
. . . - . .
Statutes Section 572.08(c) (1957" as amended)1t and tile followillg conditions:
(i) The dispute shall be heard by a paIlel of three (3) arbitrators, one of
whom sllall be selected by each of the parties l1ereto within five (5) days after
expu:ation of the ten (10) day period for mediatioll of the dispute. The, selection
of arbitrators shall be Dlade in a notice delivered to all other parties in the mffl1ner
.provided I1erein for notices. If any party fails to select 8.11 arbitrator within the five
(5) day selectioll period" the remaining arbitrator(s) shall be selected within t\.vo
27
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I DRAFT: 9-6-05
( ~
(2) days after expiration oft11e initial selection period bv the arbitrator(s)
previolls1v appointed by the parties.
(ii) The hearing before the arbitrators Sllall be held Vv1thin ten ( 10) days
after selectiol1 of the arbitration panel, ullless o~lerwise Inuhlally ,agreed by the
. . parties.
(iii) TIle decision of the arbitrators shall be ,rendered vvithin fifteen ( 15)
days after selection'ofthe arbitratioll panel" lmless otherwise n11ltuallv agreed by
the parties.
,,'\.l1 di~putes arising out of or in COlTI16ction "'Vitil till:] f...gl'eement slla11 be resol"/ed b)7 arbitration
in uccordmlce "l/ith lvfinnesota Statutes Secti,on 572.08 (c), (1957, 113 muended), the 11llm6sotu
Unifonn .l.^.u:bitration .L^...ct, an~ th-c follo"r~,l'ing conditions:
(a)Thc di8PUtC shall be heard by a board con~Jisting OftIlfcc (3) arbitrators. Tho
Vlatershed District and Prior Lake shall appoint one (1) melnber to the Board. Shalcopee shall
appoint one (1) Inember to the Board. The third Board member sl1a1l be appointed b)'.the
lnembers pre"': ,."nnl"(l" n t"\'t""\";"f"\+orl ~"" t~13 p~~~H'I
l' LV ""'~ J "",tJ.1-' v.u... ",-,y, v J ....LW ""'\0011.1. (
. '
(b)The election to arbitrate diSplltes shall be made III "';'y7riti~g, duly serlsd upo~ all of the
ot11er parties III the ni01111er pro"y"ided herein 'for 11otice:Ja.
(a)The hearing before the arbitrators s11all be held ",:"/ithin fi"'y76 (5) day.s after ser\?ice of the
election to arbitr~tc, lmless other~;liso agreed in ",,"'l{riting by each Oft11C porties.
fE[j( a ) The decision of tile arbitrators shall be rel1dere~ 110t later than sc"/on (7) days after
ser",,7ice Oft118 election to arbitrate, u~less othenvise agreed in ";'lriting b)' each of the pur ties"
Section &19.03. Enforcement of Award. The award of the arbitrators shall be
enforceable by any district judge of the First Judicial District of the State of Minnesota.
I ARTICLE !XXI
AMENDMENT
I ,-
Section -911.01. Amendment. Any amendment to this Agreement shall be in writing and
duIy executed by each of the parties. Any amendment shall be effective from and after the date
that it is recorded in the Office of the Scott County Recorder.
(
28 r
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I ARTICLE XII
TERNfIN"A TION
/' Section -l-G-12.01 Perpetual. The duration of this Agreement shall be perpetual, or until
otherwise expressly -rescinded or terminated by the parties. Any such agreement of rescission or
termination shall be recorded in the Office of the Scott County Recorder.
/ ARTICLE ~XIII
DISTRIBUTION OF PROPERTY
/ Section UlJ.Ol. Distribution of Property Generally. In the event of the rescission or
termination of this Agreement, all property or surplus monies acquired as a result of the joint
exercise of powers provided for herein shall be returned to the contributing party in proportion to
the contribution provided for the respective party.
/ Section .f-l.13.02. Title to Easements Upon Termination. Upon termination of this
Agreement, the Watershed District shall convey to .Shakopee, all of its right, title and interest in
I. tha~ portion of the drainage channelOutlet Channel lying southerly northerly of Scott County
Road 16 and within the municipal limits of Shakopee.
I ARTICLE iillXIV
MISCELLANEOUS
I Section -1-2-14.01. Notices. Any notice required to be given or submitted under this
Agreement shall be duly given if delivered personally or if mailed, by certified or registered
mail, postage prepaid, addressed to the pOliies at their respective addresses specified belo',\', or to
suc.h other_address 'll'''/ith respect to a.n)T party as SUCl1,pa:rty' shallliotify the otllers in
',l:ritingadministrator or manager of the addressee at their respective principal offices. or to such
- .
, .
other address with respect to any party as such party shall notify the others in writing.
Section H14.02. Successors and Assigns. This Agreement shall be binding upon and
inure to the benefit offue legal'successors and assigns of the parties.
I Section H14.03. Construction. This Agreement shall be construed in accordance with
the law of the State of Minnesota.
I If to Prior Lake:
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I DRAFT: 9-6-05
cry anlC ) (
.. -
Cit)r 11anager
16200 Eagle Crocle J.\. 'venuo SE
Prior Lake, I\1innesota 55372
If to Shakopee:
(Name)
City A.^1.d1ninistrator
129 South Holn16s
Sho.k:opee, Minneaota 55379
Prior La1~e Spring La1cc ~7 atershcd District
By:
Its:
I
i (
. .
.LA...n d:
Its:'
CITY OF pRIOR LAKE
BY
ITS MA YOR
AND
ITS CITY MANAGER
CITY OF SHAKOPEE
BY
ITS MAYOR
AND
ITS CITY ADMINISTRATOR
PRIOR LAKE-SPRING LAKE ~
WATERSHED DISTRICT
30
I DRAFT: 9-6-05
BY
ITS PRESIDENT
AND
ITS S.ECRET AR Y
I
. .
31
I . ~- DRAFT: 9-6-05
... STATE OF MINNESOT A) (
) 58
COUNTY OF SCOTT )
On this day of , 2003, the foregoing Joint Powers
Agreement was acknowledge before me by and
, the and .,
the , respectively, of the City of Prior Lake, a municipal
corporation, on behalf of said corporation.
Notary Public
STATE OF MINNES-OTA)
) ss
COUNTY OF SCOTT )
On this day of , 2003, the foregoing Joint Powers
Agreement was acknowledged before me by and (
, the and
the , respectively of the City of Shakopee, a municipal
corporation, on behalf of said corporation.
Notary Public I
\ i
STATE OF MINNESOTA) !
i
i
) SS I
I
I
COUNTY OF SCOTT )
I
- Onthis day of , 2003, the foregoing Joint Powers I'
Agreement was acknowledged before me by and
j
i
the and ,.
I
respectively, of the Prior Lake-Spring Lake Watershed District, a political subdivision of the
State of Minnesota, on behalf of said district. I
,
(
~
Notary Public
I
I
I
32 I
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I
EXHIBIT A
Conceptual Design
(Excerpted from-"Prior Lake Outlet Channel Lake Volume Management Study,"
PLSLWD, May 2003)
. .
,
J~'J)S!a paqu3}BA\
~l"l!a 6(61" 8tfi lS'6 xu.:! Zl7tr15L~ (r9L) Xid .J>{B'l aU[JdS - iI)f'll1 JO(Jd !::!
:oN OD96"St6 IS'6 "'Id OOZt'"15U' (E9') '!fc( :JiU.K(} 'a
1~~(01d: . 90S')' NW eUIPlI 6SE!iS' Nn 'a!Bld ,,{deW NJ^l a~gllofJd -
:.('0 I ~1!ns .=^'B UOl.l:!:p.tIH 9t IS' J:lIU":J :t:r.lJ:l J:l"UO!d OOS r
P;:t.);~ I':JUI 'dnOJD u5!saa 19JJsa}{ alf~ ":J UI 'sa) 8!:JOSSV >I::JU3,\\ 'I~NNYH~ ~~'lJ.no lu
:'<Q Uol
;Dtea MlI :.I"ulir-a IrJ:JiSolo:JH 1~/J1J1G :.tSillJffllH I:JJJ/J1G e;
oN .A;l'lf IlA\wa ~)lV'l 110 IHd
-I
W
Zz j:g
Z:)
~a. i'l
U.J ~ ::s~
I-<~ N I .;~
,.. (I)
Ul~ ~i
-I.... r ""fIC
I-a.~ ! u 'Q8
~W .s .all:
E ct D~
OUH 1 Q,I :I
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EXHIBIT B
Outlet Operating Plan
PRIOR LAKE-SPRING LAKE
WATERSHED DISTRICT
OUTLET CONTROL -STRUCTURE
FOR
PRIOR LAKE
MANAGEMENT POLICY
AND OPERATING PROCEDURES
........" ,
REVISED-'OCTOBER 2004
PRIOR LAKE-SPRING LAKE WATERSHED DISTRICT
15815 FRANKLIN TRAIL S.E., SUITE 100.
PRIOR LAKE, MN 55372
!
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TABLE OF CONTENTS (
Introduction
Section I: Management Goals
Section II: Management Policy
A. Flood Reduction Goal
B. Enhancement of Recreation, Wild and Aquatic Life Survival and Aesthetics -Goal
C. Improvement of Conditions Goal
Section III: Operating Procedures
A. Discharge Settings and Adiustments
I . Zone 1 - Maximum Drainage Channel Capacity
2. Zone 2 - 58 cfs Maximum
3. Zone 3 - Spring- Discharge Period (
4. Zone.4 - No Discharge
B. Data Collection and Discharge Adjustment Procedures
1. Outlet Channel Discharge Data
2. Lake Levels, Ditch and Creek Discharge Data
3. Analysis and Reporting of Data
4. Implementation of Recommended A~tion
5. Frequenc.y of Discharge ~~justment
6. Emergency Adjustment
7. High Water Conditions
. . 8. Operational Responsibility .
9. Annual Summary of Data
Section IV: Terms and Amendments to the Management Policy and Operating Procedures
A. Term
B. Review of Management Policy and Operating Procedures ( 0".
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P_age 2
Approved by DNR: February 2005 ,
LAKE OUTLET CONTROL STRUCTURE
MANAGEMENT POLICY AND OPERATING PROCEDURES
INTRODUCTION
The purpose of this document is to state the goals, policies and operating procedures that govern
the use of the Prior Lake Outlet Structure.
The Outlet Structure is designed to allow water to be drained off Prior Lake during times of high
lake levels in order to minimize the effects on structures arolU1d Prior Lake. The outlet has been
use~ to discharge excess water from Prior Lake since it was constructed in 1983. The original
structure' controls discharge by means of a front slide gate and 16 side gates. However, after 20
- .
year of use the struc~e ha~ some cracks, monitoring has shown that it is inefficient in
maximizing the use of the 36 inch reinforced concrete outlet pipe, and it is being used more than
originally anticipated. In addition, the channel downstream of the outlet box could also be
modified in several places to operate more efficiently and in ways that take care of erosion
problems and enhance the enviroriment. The District has therefore proposed channel .
improvements and a new outlet box.
The new outlet box will cbnsist of a fix-crested weir set at an elevation of 902.5 feet (mean sea
level), which will eliminate the need to manually open and close the outlet ~o discharge water
"from the lake. The outlet box will be equipped with a slide gate to allow manual discharge of
water between lake ~levations 902.0 fee~ and 902.5 feet as allowed by this Operating Plan. The
new outlet bQx will also be equipped with a slide gate on the outlet pipe to allow for closure of
.. .....
th~ outlet if neede-d.
./
This revised Operating Plan reflects operating changes for the new outlet structure.. Maintenance
of the channel improvements is covered in the J oint Powers Agreement and the Outlet Channel
Maintenance Plan that is being developed for the cha.ni1el improvements. Background
information and studies leading up to the decision for channel improvements and a new box are
qocumented in the Environmental Assessment Worksheetfor the Prior Lake Outlet and Channel
Improvement ProJ.ect prepared by the Prior Lake-Spring Lake Watershed District July 2004, and
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Approved by DNR: February 2005
-- -- - -.-.- ------------------- ---. .-.- -.----. --- -------.-
( /-
the Prior Lake Outlet Channel and Lake Volume Management Study prepared by the District in
May 2003. Preparation of this study was made possible by a Flood Damage Reduction Grant
from the Minnesota Department of Natural Resources, and included significant input from the
public and from proj ect partners such as the Cities of Prior Lake and Shako pee and the
Minnesota Department of Natural Resources ~NR), Plans for the new structure are included as
Attachment 1.
The Pistrict anticipates constructing the new outlet box in 2006 or 2007 i In the interim, this
updated Operating Plan will govern the operations of the existing outlet structure, except that the
outlet gates will need to be manually opened and closed in accordance with this Plan until the
new outlet box is constructed.
The original lake outlet operation plan outlined four guidelines to follow with regard to lake
outlet operation. The following is a list of the guidelines excerpted from that procedure. .(
1. Runoff from the District shall, whenever and wherever practical, be retained or detained in
storage upstream from Prior Lake as opposed to being allowed to flow to the lake and to the )
I outlet.
I 2. The Di~trict intends to fully comply with all of the provisipns of the Joint Powers
I
I Agreements.
3. The establishing of hard and fast "release or no release" conditions and elevations for
opening and closing the outl~t will limit ~e necessary flexibility required for proper water
. . resource management and should, be decided in favor of closely monitoring conditions .and
reacting rationally to those conditions, predicted probable conditions" and predetennined
calculations which indicate probable results of contemplated actions.
4. At any time the lake level reaches 903,5, the outlet will be open and sufficient water released
to allow for the runoff from 10-year, one-hour stann.
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Approved by DNR: February 2005 ,
This Management Policy and Operating Procedure, though not adopting these guidelines
specifically, has been written to cop.tinue using guidelines that are protective of downstream
interests while minimizing property damage to Prior Lake lake shore owners. This is reflected in
the goals and policies presented in the next sections.
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Approved by DNR: February 2005
- -- - ----------
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SECTION I - MANAGEMENT GOALS
.. -
The Management Goals are the desired end to which the District's policies are directed. The
1987 Operating Plan listed three specific goals to guide management of the outlet structure.
The three goals are:
1. To reduce flooding on the lake and discharge channel to the greatest practical extent.
2. To enhance recreation, wild and aquatic life survival and aesthetics when feasible and
consistent with the operating policy.
3. To minimize shoreline problems and dO'Wl1Stream channel erosion by stabilizing lake level~
and discharge rates.
The new planning efforts for the project add a fourth goal which is:
4. To use a holistic approach for managing nmoffto limit downstream flows that combines
upstream runoff management vvithin the watershed with an efficient outlet and stable (
channel.
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Approved by DNR: February 2005 I
SECTION II - MANAGEMENT POLICY
The Management Policies are a means to achieving an established g"oal. They are -listed
according to the goal they are designed to help achieve.
A. Flood Reduction Goal
1. The District will control the discharge from Prior Lake to a flow rate not to exceed the lesser
of the maximum capacity of the drainage channel or 65 cubic feet per second (efs).
2. The District will require all upstream stormwater conveyance systems be designed to ensure
flood protection for downstrem11: receiving waters.
3. The District will reqUire the optimum use of wetlands, detention ponds and infiltration
. . techniques for the temporary storage of stormwater runoff.
4. The District will cooperate with other. involved ~gencies .to manage development based on
the ~ DO-year flood level for all bodies of water
B. Enhancement of Recreation.. Wild and Aquatic Life Survival and Aesthetics Goal.
1. The District will require erosion control measures to be implemented to improve and protect
the appearance of shoreline areas.
2. The District will discourage the use of lake beds and beds of water bodies for the placement
.. of roads, highways, 1.1tilities,. ~d other non~water related activities.
3. _ The District will encourage the wise use of shore lands and other sensitIve areas (e.g., steep
slopes) in the Watershed District.
C. Improvement of Conditions Goal
1. The District will apply a multi-use approach to consider the benefits and detriments to not
only the water resources but also on 'Wild and aquatic life, recreation and aesthetics.
Page 7
Approved by DNR: February 2005
)
2. ~e District will seek opportunities to develop or improve wild and aquatic life, recreation (
and aesthetics in conjunction with District projects.
3. The District will work to improve outlet channel conditions by stabilizing discharges.
4. The District will :testore/enhance and maintain the outlet channel according to the conceptual
design identified in the Prior Lake Outlet Channel and Lake Volume Management Plan
completed by the District in May 2003 and the Joint Powers Agreement.
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I Approved by DNR: February 2005
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SECTION III - OPERATING PROCEDURES
The Outlet Operating Procedure establishes the limits within which discharges may occur. The
procedme establishes discharge zoneS that are described as a function of lake level. A range of
discharges is defined for each zone because of the numerous considerations which must be taken
into account for operation of the outlet. The discharge zones are based on sound hydrologic
principles and are designed to achieve the Management Goals and Policies. Hydrologic analysis
and decisions related to establishing the discharge zones are documented in the Prior Lake Outlet
Channel and Lake Volume Management Study completed by the District in May 20,03. The
attached exhibits show the discharge zones and their allowable discharge rates. These zones are
described in Section III.A below.
The Joint Powers Agreements with the Cit~es of Prior Lake and Shakopee specify certain actions
to be taken before releasing any water through the Lake Outlet. Prior to discharge of water
through the outlet, 1) the City of Shakopee must be given 24 hoUr notice in writing of the
potential for the outlet to begin discharging~ 2) the drainage channel must be irispected to insure
free flowafwater, and 3) the available capacity of the discharge channel must be verifie.d.
A. Discharge Settings and Ad1ustments
The discharge setting and adjustments are described as zones of control in the following
paragraphs.
A-I: Zone 1- Maximum Drainage Channel Capacity
At the "lake elevation of 904.0, structures around the lake begin to experience damage due to.
or
flooding. To effectively respond to 'potential flooding, it is necessary for discharge to. begin at
lower lake levels. Zone 1 starts at lake elevation 903.5. For this situation, the maximl.UTI
allowable rate shall be the available capacity in the drainage channel. As part of the overall
Outlet and Channel Improvement Project, the outlet channel will be restored and enhanced to
ensure it has the capacity to. accept a maximum rate of flow from Prior Lake of 65 cfs vvithout
resultant damage to the drainage channel or to adjoining properties. The 65 cfs maximum
Page 9
. . Approved by DNR: February 2005
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~ -.-.---- -----
discharge is based on the capacity of the outlet pipe that extends from the outlet below County (
State-Aid Highway (CSAH) 21, to the channel just west of CSAH 21.
Each year, prior to the outlet beginning to discharge, the drainage channel must be inspected to
insure free flow, and whenever the elevation of Prior Lake approaches 902.5 feet and the District !
I
anticipates that the outlet will soon begin to flow, a 24-hour notice must be given to the Cities of I
Shakopee and Prior Lake and the DNR regarding the potential for the Lake Outlet to begin to
discharge..
A-2: Zone 2 - 58 cfs Maximum-
!: Allowable discharges within this zone range from zero to 58 cfs depending on the time of the
year, elevation qfPrior Lake, upstream reserves, chapnel stability and potential for flooding.
The Lake Outlet is designed such that ~scharge will occur above elevation 902.5. Attachment 2
provides the rating curve for the outlet box and identifj.es the flow rates calculated for various
lake levels. The District will monitor lake levels and notify the Cities ofPnor Lake ~4 {
. Shakopee and the DNR when it appears that, based on an analysis of current lake level, upstream
reserves and predicted precipitation, the level of Prior Lake is about to exceed 902.5 feet and the
outlet is about to begin discharging'.
A-3: Zone 3 - SpriD:g Discharge Period
During March and April, discharge will be allowed above elevation 902.0, with the approval of
the DNR Regional Office, based on an anaJysis of expected lake ~evel increase due to snowmelt I
and upstream reserves. Allowable discharges within this zone range from zero to 30 cfs.
I
A-4: Zone 4 - No Discharge (" II
I'
II
Unless approved by the DNR, discharges will not be allowed when the lake is below elevation r
r
902.5 except during March and April when discharges will not be allowed below elevation
r
902.0. I"
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The District may also request permission on a case by case basis from DNR tq discharge when ( I
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the lake elevation is between 902.0 and 902.5 in the fall of the year under extraordinary wet . ." i
Page 10 I
Approved by DNR: February 2005 I
conditions. These wet conditions would consist of there is still a significant amount of the flow
coming into Prior Lake from Spring Lake by November 1. This flow would need to create a risk
for an over-winter rise in lake level, freeze-up of the outlet paneI(s), and potential spring
flooding problems in combination with snow melt. For consideration the District must provide
evidence of the wet condition, and the risk of spring flooding.
BiData Collection and Discharge Ad1ustment Procedures
Field data shall be collected and discharge adjustments at the Lake Outlet Control Structure shall
be performed in accordance with this section to implement the policy identified in Section I,
Management Policy.
B-1: Outlet Channel Discharge Data
Discharge measurements will be taken using continuous recording equipment installed at the
outlet when the outlet structure is in operation. The outlet channel will also be routinely
inspected '(i.e., approximately daily during the f1rst week of discharge from the outlet, and
appro~mately every other day during subsequent weeks of discharge) at selected locations, such
as road crossings, during outlet operation. These inspections will be completed to identify
erosion or flooding problems and adjust outlet discharges in-conformance with the JPA.
B-2: Lake Levels, pitch and Creek Discharge Data
The following data will be collected:
D~ Frequ~ncy
Water lev~ls ori Fish, Spring, Prior and Pike Monthly (minimum) during open water
Lakes season
Flows from County Ditch 13 to Spring Lake Continuous recording during open water
season
Flows from Spring Lake to Prior Lake Continuous recording during open water
season
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Approved by DNR: February 2005
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B-3: Analysis and Reporting of Data
The District shall analyze all data collected oil a regular basis. A summary of that data shall be
transmitted to the Manager~ and the DNR Regional Office annually, or more frequent~y if
problems or issues arise. Should quickly changing conditions be encountered, verbal reports will
be transmitted as required.
All verbal smnmary reports shall include a recommendation for adjustment, if any, of the
discharge at the control structure along with the time the adjustment is to be implemented. The
recommendation~ shall also identify when the adjustment will be implemented.
B-4: Implementation of Recommended Action
Upon verbal approval by a majority ofllie Managers, the District shall implement the
recommended discharge adjustment as directed and in accordance with Section III Operating
Proced~es. lfthe discharge adj~stment is a significant change from the ClUTent discharge
condition, the adjustment will be approved by th~ Board of Managers at the I?-e,xt regularly (
scheduled meeting of the Board.
I B-5: Frequency of Discharge Adjustment
Discharge adjustment frequency will be limited, to the extent practical. Emergency discharge
adjustments may be implemented under the conditions specified in paragraphs B.6 or B.7 below.
. B-6: Emergency Adjustment' I
The District shall have the authority to change the discharge between regular adjustments where
I
immediate' change is -necessary to redu'ce or avoid significant risk to safety or damage to property I
which' would likely result if the change is made. The District Staff shall promptly communicate
all such emergency adjustments to the Managers, the Cities of Prior Lake and Shakopee, and the
DNR.
If sudden conditions produce high outlet channel flows due to downstream runoff and it is
feasible to store water on the lake for 12 to 48 hours, the outlet will be closed to allow outlet ( !
Page 12 I
Approved by DNR: February 2005 I
channel flows to abate. The District has developed a monitoring program. using flow gauging
stations and rain gauges to assist with promptly reacting to extreme rainfall events.
B-7: High Water Conditions
When high water conditions are reported or predicted, the District shall promptly investigate the
reported or predicted high water condition and determine whether adjustment can be made in the
discharge through the control structure that would reduce the high water conditions. If
adjustments can be made that are consist~nt with the Management Policy, the District shall
promptly make such adjustments as are appropriate to' reduce high water conditions as soon as
possible.
B-8: Operational Responsibility
The District may enter into a contract with another governmen.tal agency to provide operating
persolUlel._ Employees of the contracting agency will handle minor maintenance and repairs
when required and wi~l make regular trips to the site as directed by the District.
The control structure shall be operated by the District in accordance with the- liinitations set forth
in the Lake Outlet Control Structure Management Policy and Operating Procedures, Minnesota
DNR Permit No. 79-6016 and the Joint Powers Agreement with the Cities ofPnor Lake and
Shakopee.
B-9: Annual Summary ofDa~a
The District shall prepare an annual summary of all data received regarding outlet operations,
i~cluding adjustments made in the discharge rate. This summary 8h~Il be distribut~d to the
Managers, the Minnesota Department of Natural Resources, the municipalities of Prior Lake and
Shakopee and the Board of County Commissioners of Scott County and shall be available to
interested persons.
Page 13 .
Approved by DNR: February 2005
SECTION IV - TERMS AND AMENDlVIENTS TO THE MANAGEIV1ENT POLICY AND (
OPERATING PROCEDURES
A. Term
This document defmes the ManagemeJ;lt Policy and Operating Procedures for the Lake Outlet
Con"t!ol Structure at Prior Lake for the period o~ January 1 ~ 2005.. and thereafter. Any
j amendments to this document shall be made pursuant to Section N.2 below.
!
B. Reyiew of Management Policy and Ot;>erating Procedures
On or before October 1, 2007, the District shall submit to the DNR any ~endments to this
Management Policy and Operating Procedures deemed necessary by the District for the three (3)
year period commencing January 1, 2008. At least thirty (30) days prior to any submittal to the
DNR, the District shall provide the municipalities within the watershed a copy of the proposed
amendments such that sufficient opportunity to submit comments to the DNR is allowed. Within
sixty (60) days of receipt, the DNR sha.ll advise the District in writing of the acceptance, (
. ..
rejection, modification or additions to the proposal.-
Any public hear;ing that" may be held on proposed amendment to the Management Policy and
Operating Procedures shall be governed by Minnesota Statutes 103G.311. If a hearing is held,
the existing operational procedures shall remain in full force and effect until a final
administrative decision is reached. Following the fmal administrative hearing decision, or if no
hearing is held, the amendments, if any, shall be incorporated into the foregoing Managel1J.ent
. Policy and Operating Procedures for the following three (3) year term commencing January 1,
2008 and be distnbuted to affected municipalities and agencies.
This review procedure shall be repeated every three (3) years.
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. Page 14
Approved by DNR: February 2005
Attachment 1:
Conceptual Plans for Revised Outlet Structure
Page 15
Approved by DNR: February 2005
Attachment 2: (
Rating Curve for Existing and Proposed New Outlet Structure
New Old
Rating Rating
Curve Curve
Depth WSEI Q. cfs Q. cfs
0 898.68 0 0
0.6 899.28 0 0
1.2' 899.88 0 0
1.8 - 900.48 0 0
2.4 901.08 0 0
3 901.68 0 0
3.1 901.78 0 0
3.2 901 .88 0 0
3.3 901.98 0 0
3.4 902.08 0 0
3.5 902.18 0 0
3.6 902.28 0 0
3.7 902.38 0 7.12
3.8 902.48 0 14.24 (Cont. )
3.9 902.58 6.72 21.36
4 902.68 22.68 28.48
4.1 902.78 44 35.59 New Old
4.2 902.88 56.54 42.71 Rati~g Rating (
4.3 902.98 56.75 49.83 Curve Curve
4i4 - 903.08 56.95 55.14 Depth WSEJ Q. cfs Q. cfs
4.5 903.18 57.15 57. 15 7 905.68 61.95 61.95
4.6 903.28 57.35 57.35 7.1 905.78 62.14 62.14
4.7 . 903.38 57.55 57.55 7.2 905.88 62.32 62.32
4.8 903.48 57.75 57.75 7.3 905.98 62.51 62.51
4.9 903.58 57.94 57.94 7.4 906.08 62.69 62.69
5 . 903.68 58.14 58.14 7.5 906.18 62.87 62.87
5.1 903.78 58.34 58.34 7.6 906.28 63.05 63.05
5.2 903.88 58.53 5~.53 7.7 906.38 . 63.24 63.24
5.3 903.98 58.73 58.73 7.8 906.48 63.42 63.42
5.4 904.08 58.92 58.92 7.9 906~58 6~.6 63.6
5.5 904.18 59.12 59_.12 8 906.68 63.78 63.78
5.6 904.28 59.31 59.31 8.1 906.78 63.96 63.9~
- 5~7 904.38- 5-9~5 59.5 8.2 906..88 64.13 64.1"3
5.8 904.48 . 59.7 59.7 8.3 906.98 94.31 64.31
5.9 904.58 59.89 _ 59.89 - 8.,4 907.08 64.49 64.49
6 904.68 60.08 . 60.08 8.5 907.18 64.67 64.6?
6.1 904.78 60.27 _ 60.27 8.6 907.28 64.84 64.84
6.2 904.88 60.46 60.46 8.7 907.38 . 65.02 65.02
6.3 904.98 60.65 60.65 8.8 907.48 65.2 65.2
6.4 905.08 SO .84 60.84 8.9 907.58 65.37 65.37
6.5 905.18 61.02 61.02 9 907.68 65.55 65.55
6.6 905.28 61 .21 61.21 9.1 907.78 69.72 65.72
6.7 905.38 61.4 61.4 9.2 907.88 65.9 65.9
6.8 905.48 61.58 -61.58 9.3 907.98 66.07 66.07 (
6.9 905.58 61 .77 61.77 9.4 908.08 66.24 66.24
9.5 908. 18 66.41 66.41
EXffiBIT C
Outlet Channel Restoration and Enhancement Project Construction Schedule
Segment 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015
Prior Lake To C (winter
1 CR42 0 05-06) M1 M1 M1 M1 M1 M2 M2 M2 M2
.CR.42 to Pike C (winter
2 Lake Inlet 0 06-07) M1 M1 M1 M1 M1 M2 M2 M2
Pike Lake Inlet
to Pike Lake C (winter
3 Trail D 07-08) M1 M1 M1 M1 M1 M2 M2
Pike Lake Trail C (winter
4 to CR 16 D 07 -08) M1 M1 M1 M1 M1 M2 M2
CR 16 to
Deans lake C (winter
5 Outlet D 05-06) M1 M1 M1 M1 M1 M2 M2 M2 M2
Deans Lake C (fall-
Outlet to TH winter 05-
6 169 0 06) M1 M1 M1 M1 M1 M2 M2 M2 M2
TH 169 to TH C (winter
7 101 b 06-07) M1 M1 M1 M1 M1 M2 M2 M2
TH 101 to Blue C (winter
8 Lake Inlet 0 OS-09) M1 M1 M1 M1 M1 M2
Notes: D~ Design, C= construction, Ml = 0-5 yr maintenance, M2, 6+ yr maintenance.
EXHIBIT D
Calculation Method for Outlet Channel Cost-Share Allocation
The Outlet Channel cost..share allocation in Table 4 was calculated for each Outlet Channel
segment as follows: -
1. The tributary drainage area for each Project Cooperator from Table 1 was multiplied by
the maximum discharge rate per acre from Table 2.
2. The resulfug peak discharge rate for each Project Cooperator was then multiplied by a
duration factor (see Table D-l) to factor in the period of discharge in addition to the
maximum discharge rate.
Table D-l. Duration Factors.
!fiJl~t'I~~ :~;~~.rg,!I~!~~~I~WI:I";ill~~~i~ffj:i~m'~~~~~Jjfdr~1iif~i ~'fi~t)~~~i~~ll'ii~~~~~J;tij'illijJ~'~
l:!,~m!ifi~ 1J~J~~~I~~~~MSI~.~ti~l~~' - .,~.-m~~';I'j~~II~~ ~1i~~lfi"Uf..~tt b'l~'liiiml~lIJI1Dj"""'II.~~~II.~i~.~ ~I~~""'e:lm~-il)
!I!i.l" .;!.5~r.~~t!, ~~:~~t.~ -"'~n.~t1;.itl!il t_ . . _- ~b.:g;i~ll~~~ ml!~ ~ ~~ - Ufijgm~~~ ~Ir M!R~~~~~'~~ll""~~r .: l'.cl~!h~~' '. .~~ipI~~~"J;~
![.f::jj ~;:(~m;.~ !tlJiI~J " ~ Iil '" .tffl'::.I~ii . 1UI!@.f='l ' ,~-. . ..!:"iLiJUu !1m -~t)r&i ~. "! -;r.'dll~"!!::i" liiIi~ I!?lll~i.'i~l~~~~-!: ;u;(,a;'1l... I' , rft~ r.~ 'il ~:r.l. ~~..!!i~~~
<:u ~ i~"'ii'~~.Ji ;'!lr~~. liIl!;, I:'i!l iH! Litidl!" ~i1tQ~=,. l"i:' - ! ~~JIt~ iffii! '.ijS:Ii):1.$,~ ~'i! ' . . ~. .~m; .1:ilI~ ~1r.~_~!iI!~,~hl t:, . j~ Ii : ~..~, ~l t~o!.' " "i1r.~!:jp."M~iiSI
M....;;;!_,_~ 1JI1fli,,}l.fJJi!!. ..~ll>!liM"!L.L~ ...w.. ,~",.., _=~-ik""'.,.,,Ji, i!ffi1inm. -==~~_IiL~_H._1
Prior Lake-S rin Lake Watershed District 10
City of Shakopee, south of Dean Lake 2
(U stream)
City of Shakopee, north of Dean Lake 1
awnstream)
Ci afPrioT Lake 0.5
Shako ee Mdewakanton Sioux Communi 2
3, The flows from each Proj ect Cooperator were then added to determine the total flow for
that segment, incfs..days.
4. Finally, for each Project Cooperator-the relative flow contribution was determined as a
percent of the total. That percent was then identified as the cost-share allocation for the
Project Cooperator for that segment (see Table D~2). .
,
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Table D-2. Cost-Share Allocation Calculation Table. (
Prior Lake Spring Lake
1 Watershed District (PLSLWD) -- 65 650 91.7%
City of Shako pee 0- 0 -0 0.0%
City of Prior Lake 658 112 56 7.9%
Shakopee Mdewakanton
Sioux Community (SMSC) 28 1 3 0.4%
2 PLSLWD -- 65 650 88.9%
City of Shakopee 0 0 0 0.0%
City of Prior Lake 261 156 "78 10.7%
SMSC 3 2 3 0.4%
3 PLSLWD - .85 650 76.7%
City of Shakopee 94 9 19 2.2%
City of Prior Lake 1, 145 351 175 20.7%
SMSC. 5 2 4 0.4%
4 PLSLWD - 65 650 . 40.1%
City of Shakopee 2,622 272 543 33.5% (
City of f?rior Lake 827 492 246 15.2%
SMSC 1,787 91 182 11.2%
5 PLSLWD - 65 650 36.6%
City of Shakopee 758 347 695 39.2%
City of Prior Lake 0 492 246 13.9%.
SMSC 7 92 183 10.3%
6 PLSLWD 65 650 36.9Ot'o
City of Shakopee 927 656 656 " 37.3%
City of Prior Lake 0 492 246 14..0%
SMSC 261 105 209 11.9%
7 PLSLWD 65- 650 29.1%
City of Sh~kopee ~ ,407 1125 1125 . 50.5%
City of Prior Lake - 0 .492 246 11.0% :
SMSC 0 105 209 . . 9.4%
8 PLSLWD 65 650 28.7%
City of Shakopee 101 1159 1159 51.2%
City of Prior Lake 0 492 246 10.9%
SMSC 0 105 209 9.2%
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EXIDBIT E
Outlet Channel Restoration and Enhancement Project
Construc;tion and Maintenance Costs
The following table presents the engineer's estimate for the costs of the design and construction
of the Outlet Channel Restoration and Enhancement Project and the first five years of
maintenance, by Project Partner:
2005 2006 2007 2008 2009 2010
PLSLWD $ - $904,095 $475,501 $3981591 $2221551 $181,567
City of Shakopee $ - $434,533 $267 J 753 $209,693 $173,369 $100,299
City of~Prior Lake $ - $192,996 $114,165 $115,049 , $59)875 $44,379
SMSC $ - $119,424 $68,427 $57,647 $38,326 $25, 135
Total $ - $ 1,651,048 $ 925,845 $ 780,980 $ 494,120 $ 351,380
2011 2012 2013 2014 2015 Partner Total
PLSLWD $155,731 $117,642 $81,281 $81,281 $77,865 $2,6961105 .
City of Shako pee $ 86,027 $68,796 $49,103 $491103 $431014 $1,481,688
City of Prior Lake $ 381064 $291993 $20J 323 $20j323 $19,032 $654, 198
SMSC $" 21,558 $16)623 "$11)878 $11,878 $10,779 $381,677
Total $ 301,380 $ 233,055 $ 162,585 $ 1621585 $, 150J690 $ 5,213,669
Note:
Annual costs shown here include capital and maintenance costs, but not any easement acquisition
costs. Capitol construction cost estimates are based on $150/ linear foot of channel.
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JOINT rOWERS A(jnEJ~MEN"
:
AGREEMENT. made and entered JnLo by IInd between t.lie CITY OF
PRIOR LAKE. Mlnnesot.a. a m,unicipal corflorllt.1on, (IIPRIOR LAKE");
t;he CITY OF SHAKOPEE. Mln,;ellot:.. :1 DIlIn1ciplIl corporation. (ltSH^KOPEEIt);
and the PRIOn LAKE-SPJUNU LAKI:: W^,l'l::w:mm VJ :.l'J'HIC'l', Pr lor Lake,
MInnesot.a. a pol1tlcal BUbdlvll.llnu 0\' t.11l.' ~~l:tle Qf "'lnnenotn,
(IIWATERSHED DISTRICTII).
WHEREAS, t.he Watershed 'Db Ll'lc t 1 G P1"l.:sently engaged In the
Imp 1 erne nt, at 10n 0 f a proJ eet. I denL 1 1"1 eel ::IS t. he "Lake OutIe I. ProJ e e t ,
Number WD 7G-~n. (!' Lake Out let" ). t.o e (III:; I.ructan art If1c J al ou tIe t
~ Y.' for rr j 01' Lake fo,' Lhe purflolle u,. lira lllinG w:J.Ler from Pr ior Lake and
~ transportlng Sue" water to Lhe Mlllnesotn Rtveri and
/ l { WHEREAS, Lhl.' plnns nnd sped rlClIt.I"'"tl fur the Lallc Out.let
~ ~ require t.he Improvement of ee"t"ln naLuJ'ul drainage courses and
~ ~ l,h,~ COlmtl'ucllull or ccrlnlll dl':IJII:II~e CIHlIlIH.:ln wIthin the municipal
~ . boundarIes of Sh:akopee and mono "<IrlJcullll'lj' described on Exhibit '
~ .
_..-.... Ll\1) ,iA", which Is Btt.a,ched hereto nlld by reJ'('!l'encc mad: a part hereof;
( and
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WH1!:HEAS. Lhe Ll.'IIIPOJ'IlI'y UIIIJ pI.' 1'lIIafll.'1I I. l.'U:,lerne n Lu :l Jll.' C 1 f h'd by
the p 1n ns and Gpe c J r1 cn 1.1 (11lS 'for' ~ he e'=l 1m t. ru (: t. j on 0 f t. he fore go 1 ng
drlJ illClg e 1mpr'o YUille n I. scan on 1 y be ob t. <11 lien from the afrected,
Pl'upl!l'Ly oWner's \fjJLh Lhe COUPl.','uLlun Ell III :l:l::1st.imcc of Shakopee; nnd i
WIIERcAS. '~'he drnlmlge imJll'oveme~t.3 IIml easemellt acqu1s1tlons
c:onLernplated by the WaLershed Dll1trict lire of direct and Immediat.e
benefit to Shakopee because (a) the drainage channel lmprovements
~u'e 1n conformnnce with ShBkopce' s overn 11 rtraina~e plan In the area
of Lhe Lake DULleLls dralnage routei ' (1I) the easement to be acquired
can also be used by Shakopee for publIc util1Ly am! rIght-of-way
purposes, and (c) t.he channel irnprovements may reroutt" local runoff
Int 0 De all's Lalce and thereby s upp I emen!. nn,j i nc I'ea se the leve 1 of the
lake; and
.WHEREAS I Prlur Lake and Shukopee deslN to asslst the Watershed
DIstrict acquire the easements neceUftry for t.he construction of t.he
draInage channel Jmprovements specified In the Lake Outlet plaris'
. and Bpeelf.1catlollS, upon Lhe cond1Ll.ofl8 hel't/' . rt.er eet. forth; and
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.-....t; Sect10n 2.03. Aas1stance by Shakopee. In t~e event that 1t .
Wo. ~
. " : becomes necessary in the opinion ot the Watershed District to
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o.a: . acquire the required easements by means of condemnation proceedings,
~
05
. ~....,: Shakopee shall cooperate with and assist the Watershed District in
pursuing condemnation. In that event. all legal proceed1ngs shal~
be brought in the Joint name of the WaterShed DistrIct and
Shakopee by the Shakopee City Attorney in accordancew.1th Shakopee
Resolution No. 16~3.
Section 2.014. Easement Acquisition Costs. All costs or
expense necessary and incidental to the acquisition of the ease-
ments shall be the responsibility of and borne by the Watershed
District. The costs for which the Watershed District shall have
direct and exclusive responsibility shall include without limitation'
all costs related to the acquisition of the easements, legal fees.
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court costs, appraisal fees, survey fees, abstracting fees, and
recording fees. The Watershed District agrees to indemnify and
hold Shakopee harmless from any and all liability of any nature ( "'
arising from, and for all cost a1d expense relating to.th! acquisition~.
of the easements.
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.~Sect1on 2.05. Payment or Easement ACQuisition Costs. The
Watershed District shall pay the easement aCQUiSition epsts on or
It, ,:
before 30 days follOWing receipt of the pro~eeds from the sale of
. .
the municipal bonds used to finance the Lake Outlet in the event
that the contracts for the improvements are let and the work on the
improvements proceeds. In the event that the Watershed District
ele~ts either not to let contracts for the improvements or elects
not to let contracts for the improvements or elects not to commenCe
work on the improvements., the easemept acquisition cost shall ~e
.
paid on or before 30 days after receipt of the reimbursement funds
received from Scott County in accordance with Minnesota Statutes
I See t 10 n 112. ~ 8 . . Su bd. 2, (1955. a~ DmeluJud). The Walershed District
a rees to jndemnif and hold Shako ee harmless from an coata or
expenses related to ea~ement aCQUiSition. /11,.
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'- - ARTICLE III
: CONSTRUCTION OF L^KE OUTLET
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Section 3.01. Ob~igatlcn of Watershed District. The
construction or the Lake Outlet, 1nclud1ng without limitation the
construct1~n or all channel improvements ~ppurtenant thereto,' shall
be the Bole and exclusive responsibilIty of the Watershed District.
Prior to the commencement ot construct.ton, the Watershed District
shall obtain all permits and approvals requlre~ by any governmental
un.1t having JurisdIctIon .o.ver the Lake Outlet Improvements J Inc ludlng
without l1mitation permits from Shakopee, the Lower Minnesota
Watershed D1strJct. the Minnesota Water ncsources Board. the
Department of Natural Resources, the Envlronmental Quality Council
and the Metropolitan Counc~l
Section 3.02. Plans and Spec1fjcat1ons for the Lake Outlet
Improvements. The Watershed Djstr1ct shall design the Lake Outlet
improvements to conform with generally Dcc~ptable engineering
spec 1 fica t ions,. The Watershed District shall furnish Shakopee
.
with complete Coples or the plaR~ and spec1t1cat1ons for the Lake
Outlet improvements cert1f1!d to by the Watershed. District's englne~~,
Shakopee shall approve all such plans and specifications as they re-
late to improvements to be placed within 1ts corporate limits. The
Watershed Distr1ct'a-determlnation on questions of design shall be
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conclusive as to the parties to this Agreement.
Section 3.03. P~yment of Lake Outlet Construction Costs. All
costs or expenses jncurred to construct the Lake Outlet improvements
shall be the responsIbility of and borne by the Watershed District.
...--
The costs to be paid by the Watershed D1str1ct shall include with-
out 11m1tat1on all dlrect construct1.on costs, engineer1ng fees,
legal re~sladm1n1strBt1on expense and permit application ree8~ The
I Watershed District shall Indemnify and hold Shakopee harmle~s from
I any 11ab111ty ror any coat or expense incurred 1n constructing the
Lake Out let. improvement s. (I :~.t;'
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. ART~CLE IV ( ~"l
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i Section ~.Ol. General.
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(a) Water shall not be released from Prior Lake by' opening
the main Lake Outlet gate at any time when such discharge would'
jeopardize the healthJ safety or property of the residents or
property owners of Shakopee.
(b) The determination of when ~nd to what degree such
Jeopardy has ceased, or has been reduced to the extent that the
~
~ischarge of water from Prior Lake may conunence. shall be made
~ jointly by the engineers of the Watershed District. Shakopee i
and Prior Lake in accordance ~lth the following procedure-s:
( i) An ~""'-r&&-5_n shall be made to determine the
depth and velocity of the "flow at various locat1~ns
in the drainage channel.
(11) The auai~...t~~1ty in the drainage channel
shall be deter~1ned by using Manning's equation
for open-channel flow. All calculations shall
be performed by the Watershed District's engineer
· and shall be conf1rnl\1d by the engineers of Prior Lake
and Shakopee. (
(1i1) The "available capacity in the drainage channelll
shall be defined as the calculated maximum rate
of discharge at whIch the Lake Outlet can be
allowed to QII....~~W:r~.-tA~J~~a.a.~.--~
4.t.a1aua ;:~.nilMq'f'"""." --.dtaJ.M~~ertJ.:c a .
(c) After the available capacity in the drainage channel has
been determined by the engineers of the Watershed District, Prior
Lake and Shakopee, the maIn Lake Outlet gate may be_ opened subject
to adjustment so as to release water at a rate that will~.
U8~a".i:~ ~ the drainage channel.
Section 4.02. Notice to Shakopee of Intent to Open Main Lake
Outlet Gate. Prior to the opening or the main Lake Outlet gate
and the release of water from Prior LakeJ the Watershed District
shall ~;d~~k:op~~.~~ ~-.~'~~aTr- I _A~"'_la,," --~ ~ 1n accord-
-"-. .... ,II... ~~ \'Cil.~''''-
ance with Section 12.01.
Section 4.03. Inspection of Drainage Channel.
(a) Prior to the opening of the maln Lake Outlet gate and
the 'release of water fl'om Prior Lake. the Watershed District shah~
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inspect the drainage channel to insure the fre~ flow of water for, the (
ant 1clpated rate and duration ~r the release period and to determ. lie ,_
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the available capacity 1n the.drainage channel 1n accordance with
- Section ~.Ol(b). ,,~~.1 ~~ any such inspection shall be given
/
too ~ Qill'=...~ ~.... ux "I:J'tl['ft~ ~na -onc" _, ~ · .-43..i~~.....':J' n,t,n,....
elec~ to have a representative present for any inspect1on. In
the event that the inspection reveals that repair or maintenance
is required to insure the free flow or water through the drainage
channel, the par.ty havIng responsibility for such rep,~lr and ma!n-
tenance in accordance with Atlcle VI shall promptly perform such
repairs or maintenance so as to prevent any undue delay 1n tJle
release of water from Prior Lake.. In the event that such repairs
are not promptly undertaken by the responsjble party. the Water-
shed Dlstr1ct shall have the right to perform. or cause to be per-
formed, the repairs to be made after 2~ hours' notJce Bud to re-
cover the costs pertinent thereto from the refiponsJble p~l'.ty.
"*11 y.... t ':1 ap, C;.t 10 n &:..0 r~ II r ll'l't\l ~~~ hfjrrn~l . ~ (1 n PJ t t ! ~""~..h II t ~ e'lI M. d eo . It! "..
~~h;d'~~t. ..AJ~..WU~\II~~l_' IIra~..at...........
exce'etr-t-b-44l0_ In such event, the responsjble party shall reimburse
the Waf~rshed District. upon dUt: demand therefore for all sums paid,
. ".. or for the fair value of any work performed, by t~e Watershed Distr1ct
1n connection with such repair or maintenance.
(b) t{:.~~. .t:~e". rn1l1n .~~~~ ou.t.~.~ "1!I........,..'Tlt\ !"'fl~iHl'c1o~ ed and the
water 1n the dz'ainage. channel has receded, the 'Watel~shed D1stl'1ct
B ha_\.~._~~~e.. ~ ..1nllpe a t't tl'rt1 ~l!".~.tJ.r.\MJ",~)..:t o. de t .l"lII1.n ~
whether it has been damaged by the flow of water from Prior Lake.
Notice of any such inspectIon shall be given to the engineers .or
Prior Lake and Shakopee. and either City may elect to have a repr~-
sentative pre~ent for any Inspection. In the event that the In~pectlon
reveals that repair or maintenance. is required to insure -the free
flow of water through the drainage channel, the party having
responsibility for such repair and maintenance in Accordance with
I ~tlcle VI shall rpomptly perror~ such repairs or maintenance so
I
as to prevent any undue delay 1n the release of water from Prior
La k e . III : '
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(c) The inspection requirements set fort.h in Sections _,
~.03(a) and (b) constitute the minImum obligation of the partlu&
and any part to thIs Agreement shall have the full rIght to make!
i such additIonal inspectIon of the drainage channel as It may deem
necessary. w1th or without notice to any other party.
(d) Written reports of all Inspections shall be made by the
inspecting party and shall be forwarded to eilch of the other parties.
Bee t 10n If. 0 q · !?i!~t.~tp:l.!IB~l!!"T,!" r::rn ~'7Jn t! r~ 1 ~n '0'1] ru avoa..
-.,Q ~ ~ IkL --
(a) The w.Rl!l':lIIl?U' IJ,t .1Irb~ -1111:1" "ha~...~4.I,~ ~"!I'1Tl!'I'fI'(\~II"'r~
for the operation of the Dean's Lake d1version structure gate
except 8S otherwise pro.vlded 1n this Section ~ .OLl.
(b) The ~~il*-,......"~S;fi~h~tfB'I;;;<<hw'l"""'" ~....I\lP""u:r. wru4.0n
IItructure gate (that Is, the PosItIon of the gate durlnp; tlme~ t/:1,i\t
. _ ~.fb (.,. """ "eo..JwQ.. ~J
water Is not beIng released from PrIor Lake) Sl~.airl"-n,e
rJ.J;1I1._a~ ..ll...-.ii.-~I.......a!1T't)enu~'''-flnh_. Nevert he Ie s s, the Wa t ershed (
D1strlct agree:; to comply wi th reasonable requests by Shakopee to ..
d1vert normal runoff through Dea,,'s Lake: prOVided, however, that
such request shall ~e made to the Watershed D1stric~ In writing
and.shall be accompanIed by the Agreement of Shakopee to IndemnIfy
and hold the Watershed District harmless from any lIability for
loss, damage and cost. 1ncluding without 11mltatJons reasonable
attorney's fees, reSUlting Cram the 'diversIon of runoff t.hrough
Dean's Lake pursuant to the request of Shakopee.
(0) During the periOds that water being rp.leased fl'om rrlor
Lake Is flowing through the Dean's Lake dIversion structure, the
dIversIon structure gate ahall be positIoned so as to dIvert all
runoff through Dean's Lake. lIowever., in t,.t.,... 1:U'1lf, th~~ ~Ilil ,U......11~....
of I'll p n ~J.: 1 n . ~ B I::' a w'..-L.If._ J.. a_ a I." e;' OJ ere .11; U s nil 'C'm Z II c"" ~ J. T -&91:.....
-
t "'. p V 4 . a\'17 f" u pvrt.) I ilt """'l""or-e hu ~:zoo lIa,...1 ..A........ .t-r... -i Il T~.'" .... _II t
tll<" 1':' -" ~, · ullOI 1" Into De[IJI'.,.~!l..I\.,. ~.~R''''.J t !r;wJ tilt.. .l~&~
s t rWJl~'" 8& k. \.. 4&.. - ~~. ..J.' ~.. ~ (j,..t n" t p" ~,,- - ,." 4-.......1..... ..... .h", inl5' 0"
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f1it"......k..MIIl..l__f3v -"'-~v,.........Shakopee ,8ha11 give the Watershed Dl:1tl' t.
~ ',. ,
prIor notice of Ita 1ntent to redirect the flow of runoff by ad~t. .tl" ( i
.. men't of the diversion structure gate. fl. "
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Section ~.O5. ~i~L1~q"' 91'-':::1 nt;~_....l ~qP"'t~~~ed
~n t 11-.e~tIt'!'r!'~~ The Lake Outlet wIll .be operat,ed in
accordance with the terms and conditions of the permit issued by
the Minnesota Department of Natural Resources. A copy of the permit
is attached hereto as ~~.u.~ and by reference made a part.
hereof.
ARTICLE V
"ii't~~~~~.YJtt@~ tiJ~.ltJEL
Section 5.01. · Permitted Uses by Watershed Dist.rict. The
Watershed District shall use the 'drainage channel for the purpose
of draining water from Prior Lake and for no other purposes.
Section 5.02. Permitted Uses by Shakopee. Shakopee reserves
the right to use the easements obtained by the Watershed District
in connection with its overall drainage plans as they are from
time to time developed by Shakopee. In the event runoff 1n Shakopee
results in or causes the need for expansion of the design capacity
for the d,rainage channel, Shakor'~e shall make or install all improve-
ments necessary to increase the capacity of t.he drainage channel
II .to handle the increased flow. Any such .improvemel1ts shall, be made
at the sol e cos t ~r expense 0 r . Sha)topee I and uo t h 1'1'10 r Lake and the
Watershed District shall be indemnU"ied and held harmless from any
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and aU liability for such cost or expense and for such increased
flow.
Section 5.03. AddItional Authorized Shakopee Uses. Shnkopee
may use the easements without termination of this Agreement. for
the installation, operation and maintenance of public services Bnd
util1ties to include without limitation pUblic streets ,sanitary
sewer, water," stolwm sewer, el..ectrlca"l.and natural gas. In no event
shall such Uses interfere or otherwise restrict the drainnge
I function of the channel. All cost or expense to install, operate
and maintain such utilities and any damage to the channel resulting
from such installation, operation and maintenance shall be borne
j (i
by Shakopee:and both Prior Lake and the Watershed District &hall'lbfl
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indemnified and held harmless from any liability therefor. .
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'~:~'~~~l. . ARTICLE VI . ( ,\.;,
'l~' -MrIl'ITr;NnR9'~n~lRAtJ~'~mmmn. :,:.: ~
to '11 ·
."~ m .
j~~ '. Section 6.01. ~'-o.--'!G~wtv._tJU~~rl!1l1"",rfl1'"M..,....."..
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~~f{t! I~.t.l~lJ...Conal;;PH~..WIl.~.r.n tAr. nr9~ L~S~.::.~~lllnd .lRlp~..!!$~ 1
;J'~1t~' For a period of th......"'-4,!t)..W'~ following completion of the improve-
~~t': menta made to the drainage channel as parI. of the init1al construction
I~~- h of the Lake Outlet. the Watershed District Ilhall have the sole
";.~~: ...~\t ~
1~~~~ and exclusive obl1gation to stabilize '-he channel bank and restor'e
~l,*P~~)'~'~ . any damage to the drainage channel or adjolning propex'ty resulting ~/
". 1. ""J r.I~Il~
:\u;~~~~~. from the In.1tlal construct.ion work. In add! t 1011 J any wor'k performed
'" ~,... .:!A~~
'~{~\\~~llt by the Watershed D1strict during the foregolllB lhree (3) year
~ ,.~ u .
:~~~~ivi~~. period to repair; replace or cOl'rect defects that .ax'Ise out of or
· '," ,~..~. *'\ t . ,
1t.~,:~~ .:,\, :-. ~ in connec t 10n with the ini 1;1 a 1 cons truc t I on wox'k sha 11 Ile s Imll ar 1 y
'_ ~!(:,(:~ I \
fr:' '. ~ r ; I · .
~~\:l.:f~. ,I~~ guaranteed for an add1t1onal three (3) year period from and after
.c'"~ ~ . p i"'t'V
~{~~i~il the date of Buch repair. replacement or cOlTection,
.: .~.~ ' t'
l!tj.}~1Il: Section 6.02. Obligations of Watershetl !Hstrict. to Contribute
... I Z \ '. _,I
~ht ~ ~ .
tr~~, :-l to the noutine Maintenance of Drainage Charme 1.
-e. :"\".. t... .}~ .. I I
fJ~.?~ir~ (a) · In addition to its' obI I gations t.o p,'ovlde construction (
,"" 11 ~~.
I~L~~~9 warranties 'pursuant to Section 6.01. the Watershed D1stl'Ict shall ' "
Ir-hr' ~ I" ·
!-!r~ ~,:'j:l, have a continuing obligation throughout the entire term of this
\:r \ ~ .t,
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5i';t;~~1'Jr':\.~; Agreement to contr i bute to the cost 1 ncurred for the rout 1 lie
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!i., '''''''~~!l~ mal ntenance of the d I'a 1 nnge c hanne 1. The amount of tile Wilt.cn; he d
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J.Y!~~,~ AA~.-i. DI atr i c t's contrl but 10n to t he rout 1 ne ma 1 nle nBllce 0 f the dl'a Ina ge
~i~~~t~V:f channel shall be determ1ned as follows:
.t,:~f.t ;.":. ~.~
~;"'~f~~ft..~ . ( 1) lletCae-e -bh-oP-trtm.,. tha-b'{!hft!\ul",.... ",,!'t1!!'MI..~T"" '\7'therwlse
I "1 "b;-~~J .'t.: maltes use of the dr'alnage chnlnlcl In corlllccl1oJl
~ ~ i. h.B... ~~. with .1L s 0 ve r aU d I' a 1n age pI a /1 0 I' 111 co 1111 e c t ion
~1}~~~, , wi t h the illsl.a11 a t Ion of pub11 c serv i cell amI
.~.. ,1'1 ."'. 'f ut ill t.I e s j t ~lIl"iinmrw-r.nl'ej4rt!~~1fnillJ 1111 VII' Iroll.!'
. . ,'., ." ~ r.'}' a rld,.... ri'an~!' oli1j l !ITrnfia- fU' tf~FTm"ftI' "lInd pall' - to b8
:: '{~ ,~. '~~i c ~ ~!)r.'''''1I1f1'f1'' .- in. tmSl11nlr-r.4ta.-4/ htI ,.,h' a.l. na g e
. ?'l I. !'i,O:},I '~ Mnannw 1. .'
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'{Jl:~~~Jllr' (11) Arter the t 1me the t Shakopeee mod 1f1 e s the dr'ainage
~ 'l~oo\'::n'\i" chollnel 1n connection with its overall drnJnage
. f3' ;",rll~! plan or in cOlllrection with the Installat10n of
A1)i'f.\' 'f..If 1 -
~,h\,~.,~.,1:;i I publ c services and utilities, the Water'shed
},!.":nl~f~~~~. DIstrict shall have the sole and exclusive I
, ~:",r~:'~ :.~'lli o?11gat1on to perfol"m and pay lhe cost of all
, .Xfi:'~)I.'f.S.~~~ rou tine ma 1 n\;enanc e to I. ha t port Ion 0 f the d r'a 1 nnge
t rf~";rlJl;r:- channel lyIng southerly of L1cnn's Lake (including II'
- ':t:~I~' )~~~. the Dean' 8 Lake divel'sion str'uct.ul'e) I pr'ovldelJ. III
p'1,l ii ~ \' . Xql · howe v e r. t ha tat sue h t lme a s the I' e e :x 1 B t s n .
f~~:ri:,J;l..:t.';~ contInuous flow of water between. the maln outlet
~~~~'t'..,'f.$'~, structure" on rl'lor l..nlte and Stute tll@'.hwny
.{..;.,ii~I{1..:II,. No.. 101, the Watershed District shall have the '
Il,~~Y. '~~i8 Bole and exclusive obligation to :)rrfol'm and pay ..(
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the cost of routine maintenance for the entire
dra~nage channel. In no event. however, shall
the Watershed District have any responsibility
for lOBS or damage to any public serv1ces or
utilities installed or maintained in the drainage
channel eas,ement by Shakopee.
(b) In addition to the continuing obUgations of the Watershed
District to cuntributc to the routine mnlntcnance or the draInage
channel, the Watershed District shall have the obligation of
inspecting the drainage channel before and after releasing water
from Prior Lake and shall r~J!.~~~~~~""'~hT"'IJ<"r.1'ltt.~~
b.s.rorR:;r1!1"!'1lJl'\tg'!.lfll'tc~....,aI"l:\"~~ ~II" ...d.. ..~\!!QlI'I'1tl! j~.~
da:aa.t~8~~I1~~.f~~~9.BaF~~~ . The Post-discharge
~I:~:'!':.':.t I......: I f.r 1"1.0'\1 J';~
inspection shall be made as soon as practical after the discharge
has ended. A'U{..ell\ergenorl:~fIoII~~~ work as evidenced by the
. wr- ,
inspection shal.l be made as soon as practical after the discharge
has ended. Any emergency restoration work as evIdenced by the
inspectIon shall be completed withIn a time frame consIstent with
the severity of the damage caused and such other physical and
weat.her c.pnditions that may bear upon the work to be pel'formed.
In no event, however, shall the Lime frame for completing permanent
re pai".I'n1!~"-vrwr --( 't-;""1W'll1"""'Mmr~"mn:l!'"lmR1:"rtm,..'d11'" hilI' ge ~
~~g '~~~..~~~~~~.~~:::.-:!!:~rm.d;'1f
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Section 6.03, .Q.Q.llgatlon of Shakopee to Contt'lbutc to the
noutlne Millnt.ellance of Drainage Cllannel.
(a) Before the time that Shakopee modifies the drainage
channel In connection wIth its overall drainage plan or In cormectlon
with t he ins t allation of pUblic serv ices and u t ll1tles. Shakope e
shall have no obligation to con~rJbute to the cost of the routine
malnt e nallce of the drainage .channe 1.
e b) After the time that Shakopee. modifiea the drainage
channel In co/meatlon with its overall drainage plan,'or in connection
I with the Installa.t1on of public services and utll1tlcs,Dnd except
as otherwise provided in Section 6.02(a} (1J.) Shakopee shall have
the sole .and exclusive obligation to perform alld pay the cost of
I all routIne maintenance to that portion or the draInage channel/I/I
lying south. rJy or Dean's Lake. : . .
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ARTICLE VII :{
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INDEMNIFICATION . "
Sect.1on 7.0]. Indemnification of Shakopee and Prior Lake by
the Watersh!d DIstrIct. The Watershed District shall indemnify
and hold Shakopee and Pr10r Lake harmless from any and all liabil1ty.
cost or expense, lncl udlng without limit atIon reasonable attorney 's
fees and court costs, aris1ng out of or in c~nnect1on liI1th the
construction. Improvement, Use and maintenance of the draInage
channel by the Watershed DIstrict.
Section 7.02. lndemnlflcat10n of the Watershed D~~
Prior Lake by Sh~kopee. Shakopee shall indemnify and hold the
Watershed District and PrIor Lake harmless from any and all
liability, cost or expense, including wIthout I1mJtat1on reasonable
attorney's fees and court coats, arIs1ng out or ~r in connectIon
with Shakopee's improv~ment. us~ and maintenance of the drainage
channel and the drainage channel easement.
Section 7.03. Insurance ar~d Evidence Thereof. Each of the
partIes to thIs Agreement shall !Jrovide on the demand of the other{
evidence that the rIsks covered by this ArtIcle are insured throug .
an insurance company licensed to do business 1n the State of
- Mlnnesot~ by a po11~y or policies havJng minimum per occurrence
lim1ts of Three Jlundred Thousand ($300.000) Dollars. I
I
ARTICLE VI-II
RESOLUT10NS OF DISPUTES
! Section 8.01. Policy for ResolvlnK Dlsputes~ The partIes
to this Agreement. acknowledge that if disputes do arIse" over the
construction of thIs Agreement, or over the r1ghts and obligation~
of the parties hereto, such dJsputes ~111. 1n all likelIhood,
affect substantial rIght:! with respect to the health and safety
I
. of the persons and property of the clt1zen~ residing wlthin.their I
i
respectJve jurlsd1ct1ons and will further arise under the time frames
that do not allow for extended investigation of or negotlatlon~ I
'J:
: regarding the relative mer1t~ of the respective posHion to the/Ill I
.
dispute. Thererore, the following procedure for re501ving di5put~B
has been Implemented to give each party to thl~ Agreement the ! (
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opportunity to present, to the fullest extent pOS8ibl~, the
essence of t~eir posItion to a qualified arbItrator and yet at the
S8me time receive a knowledgeable decIsion, form a person having
sufficient technical experience and expertise, within the shortest
poss1bie time.
Section 8.02. Procedure for ResolvJnK DIsputes. All disputes
arising out of or in connection with this Agreement shall be
resolved by arbitration in accordance with Minnesota Statutes
Section" 572.08 (c), (1957, as amended). the Minnesota Un1form
Arbitration Act, and the follow1ng condJtJons:
(a) The dispute shall be heard by a board consisting of
three (3) arbjtrators. The Watershed DIstrIct and Prior Lake
shall appoint one (1) member to the Board. Shakopee shall appoint
: one (1) member to the Board. The thJrd Board member shall be
appointed by the members preViously appointed by the parties.
(b) The election to arbitrate a dispute shall be made in
writing, duly 8erv~d upon all of the other parties in the manner
"
. . I
. " provided herein for notices.
(c) The hearing before the arbitrators shall be held within
fIve (5) days after service of the election to arbitrate, unless
otherwise acreed in writing by"each of the parties.
(d) The decision of the arbitrators shall be rendered not
later than seven (7) days after service of the election to
arbitrate, unless otherwise agreed In writing by each of the
parties.
Section 8.03. Enforcement of Award. The award of thl! arb1trators
ahall pe enforceable by any dl~trict judge of the First JudIcial
District of the State of MInnesota.
ART1CLE"IJ
AMENDMENT
I
Section 9.01. Amendment. Any amendment to lhis Agreement
shall be in writIng and dUly executed by each of the parties. Any
I,
amendment shall be effectIve from and after the date that 1t !ail jl
recorded in the Office of the Scott County nee order, .
,
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ART1CLE x '.
.
TERMINAT.ION
. .
: Section 10.01. Perpetual. The duration or thIs Agreement
..,
... ....
shall be perpetual, or until otherwise upren]y rescinded or
I
termlnBt~d by the partIes. Any such agreement of re8e~sa1on or
.. termination shall be recorded In the OffIce of the Scott County
~
: Recorder.
:
ARTICLE XI
DISTRIBUT10N OF PROPERTY
4 Se c t1 on 11.01. Distribution of Property Genera11~, In the
event of the rescission or termination of this Agreement, all
property ,or surplus monies acquired as a result of the Joint
exer'clse of powers provided r'or herein shall be returned to the
contributing party 1n proportion to the contr1bution provided
for by the ~eBpe~tlve party.
Section 11.02. Title to Ea~ements Upon TerminatIon. Upon (
termlnati'on of this Agreement, l'.le Watershed D1strlctllhall conVey
to Shakopee, all of its right, title and interest in that portion
of ~he drainage channel ly1ng GOutherly of Scott County Road 16
and within the municipal limits of-Shakopee,
AR'rlCLE XII
MISCELLANEOUS
Section 12.01. Not1ces. Any notice- required to be given or
cubmltted under thi~ Agreement shail be dUly glveri If delivered
personally or If mailed, by certified or registered mail, postage
prepaid,- addressed t.o the partJes at their respectIve addrellsell
specified below, or to such other adU~e8s with respect to any
part.yas .such party shall notify the others 1n writing.
If to Prior Lake: H~~~ A. ~ crv/~ I
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(Name ) !
CJty Manager · i
I
~629 Dakota Street Southeast II
Pr10r Lake. Minnesota 55372
: If to Shakopee: \ ~ It'rV ~ ,4.." /nILI OAJ ;!l1 11
Rame ) .( I
City Adm1n1etrator
129 East 1st Avenue J
o. Shakopee~ alnnesota 55379 ._1.
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It to the Watershed DIstrict:
1 N iilie1 ·
.. . Starr ^dmfn1strator
~690 Colorado Stre!t South~aet
~. P_rlor Lake. Minnesota 55372
SectIon 12.02. Successors and AS~JRns. ThIs Agreem~nt shall
be bjnd1ng upon and inure to the benefit of the legal SUccessors
and 8ssigns or the parties.
Section 12.03. Const.ruction. ThIs Agreement shall be con-
strued in accordance wjth the law Dr the State of Minnesota.
Sect10n J2.0~. Deflnjtions. . The t.erms defined 1n this
Se c t 10n 12 · 0 ~ ( ex c e pt. 8 S ma y be 0 the r w 1 see x pre S 51 Y pro v 1 de d 1 n
this Agreement" or when the ~ontext otherwise requires) shall for
all purposes or th1s Agreement have lhe following respective mean-
1ngs:
(a) "CFSn shall mean and refer to cubic feet per second.
IN WITNESS WHEREOF, the parties heret.o have executed this
^greemenl; on the 2nd day IJf June J 1981.
.
CIT:;lIOR ,tAr /Z::r
By : /l.(, .~ ._
Its: Hayor
And: :Jj1itkd t1. )"1'1~- "
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Its: CI ty Hanaqe:r
CITY OF' SHAKOPEE
By: ~~~~~-L.
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. . >1 A~ILNDHENT OF JOINT POWERS AGREEHENT :~ " .,
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~ I AGREEM~NT. made and enter~d into by and between the CITY .1
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~ 'j OF PRIOR LAKE. Hinnesota." a municipal corporation, ("PRIOR LAKE").
:.l the CITY OF SHAKOPEE. Minnesota. a munIcipal corporatIon, :.
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: ("SHAKOPEE" J. and the PRIOR LAKE-S PRl NG LAKE WATERSHED 01 5TRI CT : .G
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· Prior Lake. Minnesota. a political subdivis-1on of the State of !.''t ~..:
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Minnesota, ("WATERSHED DISTRICT"). I; ,~ ~I'
WHEREAS, the parties hereto are all of the partle~ to a Joint 1
Pow~rs Agreement. dated on the 2nd day of June, 1981, filed- for .:
: "'.. .
r@cord in the Office of the Scott County Recorder on the 1
, '" 'i"" - . '..\
0.1 · I day df t 0 19 . as document number . reI at 1 ng ..~
- 1
to the Watershed District's implementation of a project. identified (
. - ,.
as the "Lake Outlet Project. Number we 76-4". to construct an -~,
· artificial outlet for Prior La~~ for the purpose of draining water t~
, from Prior Lake and transporti .; such water to the Hinnesota Rt~t~; _ Hj I
I a nd ~: . (
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WHEREAS, Section 4.04(b) of the Joint Powers Agreement contains !
i~ I
a "scrivener's error" that occurred during the typing' of the final r~f
draft of the Joint Powers Agreement and which consists of the !~'{
omission of 8 word which materially changes the meanlng of SectIon ~:
, I ·
, . . ,
4.041bJ in a manner contrary to the intention of the parties; '. ,,:,:'
and · " :: I': 0 t:-:"
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WHEREAS. the parties hereto deslre by this Agreement to 8m~nd i~
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the Joint Powers Agreement to correct the foregoing drafting eTto~. ~
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NOW. THEREFORE, In consideration of the mut~81 c:ovena~t.s :::: ~:'::!, l~,.
.. ,; 'I, l. t
hereinafter contained. the parties hereto agree that Section' 4:0'4(b) ..~~'; I
. .. '. . 1 .' , ., '\' .. . f
'- - - c y . ~fthe af or ement10ned Joint Powers Agreement shall bel" and . ~~:T~ ~.f;: .:' ' t~
15. effective on the date hereof, amended, to 're8~ 8S follows:]" ': .f.~I' ::.~
1\ . I · _.1. J "C. l~ ·
"tb) The normal posltlon of the Dean's Lake diverilo .~~ t,:.
ItructuregBte (that is, the position of the gate durlngtJI ......; I rlli.,
times that water is not being released from ,Prior Lake).~' 0'1).1 ..
not direct the flow of runoff throughlDean's Lake.. Ne';". ~~';' .~,':' ·
, Ie 5 s, the We t ershed Dl s t rl'c t agree 5 toi. 90mp ly w 1 th rea; ~~. ~:~ !
~ re que 5 t 5 by Shakopee to dl vert normal;',r nof f th rough D~ J'i. (~ I
· Lake; provided. however, that such requ Ei }:shall be mad . I:, .~
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.,".. \t.~_. -~J~~~.-' ...,.~"'._".:_." ~'.,l. .~. :'.',,~.:' : ". :.'.,:"_ .'.,,~t. I_r&' .':.\ :'.".. ',t..'.. "',;'II'~-'_&,I"t""'*'
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;% \;..~. \.";. ~ Sd1elen
rE:- ~ .:1t \-.... I ~ t\'\averon &
'<:;.r- ~.~.r':J ~ U ~ociates Inc
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300 Park Pla(e Cenler
5775 \\'ayzata Boulevard
1\-\i n n eapol is. f\ iN 55q 16- 12~ 8
June 28, 1993 612-595-5 iiS
1-800-753..5775
F.AC< 595-5774
Engineers
Architects
Planners
Surveyors
Mr. Bruce Bullert
Director of Public Works
City of Savage
6000 McColl Drive
Savage, MN 55423
Re: Stormwater Management Plan for Boiling Springs Area within
Cities of Sh~pee-and--Sav.a~e
OSM Proj(:t N2' 4925.00 ~
Dear Bruce:
Attached is our previously drafted letter regarding the above project, the map showing
the drainage areas as mentioned in this letter of April 8, 1993 and a copy of the Joint
Powers Agreement between the City of Shakopee and the City of Savage.
Please review and advise us of any comments you may have.
Sincerely,
ORR-SCHELEN-MA YERON
& ASSOCIATES, INC.
~~~~
Peter R.~brlng, P.E.
Manager, Water Resource Department
enclosures
c: Dave Hutton w /attachments
City of Shakopee
Equal Opportunity Employer
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. 0" ._-~.:. \::~ \. \:. ..... Schelen
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'~-,"~tf _:.~ ~ L~"'~ AsSociates Inc
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300 Park Place Center
57;5 \IVayzata Boule\'ard
!\1inneapolis, l\1N 55416-1128 (
April 8, 1993 612-595-5775 ~,
1;-SOQ-753-5i75
FAX 595-5774
Engineers
Architects
Mr. Broce Bullert - Planners
Surveyors
Director of Public Works
City of Savage
6000 McColl
Savage, MN 55378
Mri Dave Hutton
City of Shakopee
129 East Avenue
Shakopee, MN 55379
Re: Stormwater Management Plan for Boiling Springs Area within the Cities -of
Shakopee and Savage. . .
OSM Project No. 4925.00 Task 4464
Gentlemen:
As a follow-up to our previous meeting, we have revised our hydrologic analysis for the (
Boiling Springs Area to reflect the inclusion of a 130 acre watershed on the west side of
County Road 89 that will be directed to the east from Shakopee into the City of Savage.
Attached please fmd a map showing the drainage areas tributary to the City of Savage
from the City of Shakopee along with the computer output from out hydrologic model
which was set up for this area within the City of Shakopee. This revised analysis yielded
the following information:
1. The peak discharge rate directed into the City of Savage from the City of
Shakopee at the outlet of Watershed 7 is anticipated to be 25.5 cfs for a lO-year
return frequency event and 46.8 cfs for a lOO~year return frequency event.
2. The peak discharge rate out of Subwatershed 8 which will be directed into the
City of Savage is anticipated to be limited to 2.3 cfs for a la-year event and 4.1
cis for a lOO-year event.
As can be observed from this information, the City of Shakopee is proposing to limit the
total discharge rate across the municipal boundary in this area to approximately 28 and
51 cfs for a 10 and laO-year return frequency storm respectively. Based on the total
tributary drainage area being approximately 329 acres, this represents a peak discharge
rate of approximately .16 cfs per acre for a 100-year event which is considerably less than
th~ .33 cfs per acre standard that has qeen typically utilized throughout the remaining l
...
- ..
Equal Opponunily Employer f
I
t
Mr. Bullert
Mr. Hutton
April 8, 1993
Page 2
areas within the City of Shakopee. In addition, please find attached a draft joint powers
agreement which has been prepared for your review.
It is requested you review this information and advise me of any concerns you may have
with this proposed drainage concept.
Sincerely,
ORR-SCHELEN-MA YERON
& ASSOCIATES, INC.
r:-~ . '
\~ ~ \.,0 l)j.~.AJ-~
Peter R. Willenbring, P.E.
Manager, Water Resource Department
enclosures
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I
..
JOINT POWERS AGREEMENT
BETWEEN THE CITY OF SHAKOPEE AND THE CITY OF SA V AGE
RELATING TO STORMWATER MANAGEMENT PLANNING
WITHIN TIffi EAGLE CREEK WATERSHED
TIllS AGREEMENT is entered into between the City Shakopee, a Minnesota
municipal corporation, hereinafter called "Shakopee" and the City of Savage, a
Minnesota municipal corporation, hereinafter called "Savage".
WHEREAS, Savage and Shakopee are preparing or will prepare comprehensive
stormwater management plans which must address stormwater run-off transcending their
municipal boundary in the viCinity of Eagle Creek, and
WHEREAS, the City of Savage is currently constructing or will construct storm
drainage improvements associated with development in this area, and .
WHEREAS, the Minnesota Department of Natural Resources is encouraging the
City of Savage and the City of Shakopee to direct stormwater run-off away from Eagle
Creek as much as can be reasonably accommodated so as to protect this trout stream
resource from impact, and
. WHEREAS, the City of Shakopee has within its municipal boundaries, a drainage
area of approximately 328.9 acres that currently is directed into the City of Savage or
will overflow into the City of Savage, and
WHEREAS, both the Cities of Shakopee and Savage desire to enter into an
agreement that defines the anticipated rates and volumes of run-off directed across the
municipal boundary so that adequate stormwater management planning and design can
be implemented by both communities, and
NOW 1HEREFORE, Savage and Shakopee agree as follows:
1. The surface area within Shakopee that will be tributary to Savage is
approximately 328.9 acres as shown on the attached SavagejShakopee
drainage study map, dated April 6, 1993.
2. The peak discharge rate from Watershed 7 will be 25.5 and 46.8 cfs for a
10 and lO-year return frequency event, and the peak discharge rate from
Subwatershed 8. will be 2.3 and 4.1 cfs for a 10 and 100-year return
· frequency event as shown on.a table within the SavagejShakopee drainage (
'-....."
study map, dated April 6, 1993 and supported by the hydrologic model - .
output for this area, referred to as Exhibit 2 and dated April 6, 1993.
3. The parties mutually recognize and agree that the City of Savage shall be
responsible for the design, construction, and supervision of all necessary
stormwater related improvements to accommodate the discharge rates
outlined in Item 2. above.
4." The City of Shakopee will have the right at all reasonable times to review
and examine any construction documents relating to the drainage
improvements proposed in this area, as well as examine the installation and
construction of any existing or future systems.
5. Savage agrees to indemnify and hold harmless Shakopee from any and all
claims, actions, or caus.es of action for damage to persons or property
including legal or other expenses in any way arising out of the negligence
of Savage in the design, operation or maintenance of the systems ( ---
constructed within the City of Savage.
IN WITNESS WHEREOF, the parties have set their hands this _ day of
1 1993.
CITY OF SA V AGE CITY OF SHAKOPEE
...
'-
Mayor Mayor
City Admimstrator . Manager
...
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JOINT POWERS~AGREEMENT
BETWEEN THE CITY OF SHAKOPEE AND THE CITY OF SA V AGE
FOR STOR1\.1 SEWER CONSTRUCTION WITHIN
EAGLE CREEK 1ST ADDITION
CITY PROJECT NO. 94-02
,
TillS AGREEMENT is entered into between the City of Shakopee, a Minnesota municipal
corporation, hereinafter called "Shakopee, n and the City of Savage, a Minnesota municipal
corporation, hereinafter called "Savage, II as a Joint Powers Agreement under the authority of
Minnesota Statute 471.59.-
-~....~_l~=-."YBEREAS,.Shakopee .~as pr~pare.d a Comprehensive StofII1~ate.r Management Plan for.the:.Eagle . . .
". -
Creek dramage watershed, that provides for a portion of Shakopee 1 s stormwater runoff to drain
towards Savage; and
WHEREAS, Savage has adopted the Eagle Creek Storrnwater Management Plan as part of the ADAR
Mitigation Strategy and overall city-wide Comprehensive Stormwater Plan, and
WHEREAS, Savage has designed and awarded a contract for Eagle Creek 1st Addition, said project
includes provisions for upgrading the storm sewer facilities in Savage to include the additional runoff
from a portion of the area in Shakopee draining towards Savage; and
WHEREAS, both Shakopee and Savage desire to enter into an agreement that provides cost sharing
for th~ construction of the storm sewer facilities proposed by Savage, said cost sharing to b~ based on
a specified plan for the Eagle Creek Watershed flow as determined by the City of Shakopee
Stormwater Management Plan completed by OSM, dated June 24, 1994; and
WHEREAS, the City of Savage will no longer be able to discharge stormwater runoff into Eagle
Creek due to the mitigation plan adopted.as part of the AUAR and will now need to route the Zinran
Avenue outlet directly to the Minnesota River (via MnlDOT detention ponds).
NOW, THEREFORE, Shakopee and Savage agree as follows:
1. Recommended Improvement Alternative No.3, as listed in the Shakopee Stormwater
Mariagement Plan for Eagle Creek, will be the alternative utilized to accommodate stormwater
runoff out of the Eagle Creek Watershed.
2. That during the peak discharge rate o.f the Eagle Creek Watershed in the IOO-year, 24-hour
storm event, Shakopee contributes 26% to the total peak flow and Savage contributes 74% to
the total peak flow.
. 3. That Shakopee will pay 0 % of the costs to upgrade the stormwater outlet system from Zinran
A venue to the Minnesota River.
4. That Shakopee will limit its peak flow from Subwatershed 8 (as shown on Attachment A) to
4cfs. Savage will construct the storm sewer in Eagle Creek 1st Addition large enough to
handle the a~ditional 4 cfs from Shakopee. -
r-_.....
'- t
I
JOINT POWERS AGREEMENT
SHAKOPEE/SA V AGE - STORM SEWER
SA V AGE CITY PROJECT NO. 94-02
EAGLE CREEK 1ST ADDITION
PAGE 2
5. That Savage will construct the regional NURP pond identified as Pond 15 on Figure 4 in the
Eagle Creek Stormwater Plan, and Shakopee will pay i~s proportionate share of the pond_ based
on contributing flow as outlined in paragraph 6 below. (See Attachments A and B).
-_:. -6. . . .-:In~ cost -of the storm sewer to ~~ paid by Shakopee is 14.8 %, bec.ap.s~_jts.contributing flow is
- . 4 cis of the total flow in the storm sewer of 27 cfs (4/27 = 14.8%). The estimated pond costs
for Shakopee is based on 6.7% because its contributing flow is4 cfs of the total pond inlet
flow of 59.7 cfs (4/59.7 =6.7%). The cost apportionment consists of the construction cost
based on bids received, plus Savage's standard 76% for engineering and administrative costs.
Shakopee's total prop~sed cost is as follows:
A. Total Storm Sewer Cost to .Shakopee = $145,591.89 x 14..8%.= $21,547.60
B. Total pond cost to Shakopee = $7,941.18 (see Attachment C)-
Total cost is $29,488.78
7. Shakopee shall pay to Savage its share of the costs related to these pipe segments in one (1)
lump sum payment by January 1- of the year following. the date that Shakopee starts utilizing
the storm sewer as an outlet. The costs shall be the actual construction cost, plus engineering,
administrative, and legal costs, as listed above in paragraph 6. Shakopee shall not be charged
any interest from the time the construction is completed until Shakopee utililizes the storm
sewer an an outlet.
8. Shakopee will limit flows from Subwatershed 8 to the rates established in the Stormwater
Management Plan by cons~cting on-site Storage and retention facilities as development or
redevelopment occurs. Said on-site storage facilities in Shakopee will be owned and ope.rated
by Shakopee. All improvements and piping in Savage will be owned and operated by Savage.
- Shakopee and Savage do not intend to acquire any jointly owned personal property or rea~
estate under the provisions of ~is ag~eement.
9. The parties mutually recognize and agree that Savage shall be the c_ontracting party and shall
be responsible for the design, supervision, and completion of the construction contracts. In so
doing, Savage shall proceed pursuant to Minnesota Statute 429. Shakopee shall concur in the
award of the contract to the lowest responsible bidder. Upon award of the contract to the
successful bidder, Savage will deliver an executed copy thereof to Shakopee. After
completion of the project, Savage shall provide ongoing maintenance of the storm sewer
facilities in Savage covered by this agreement.
....
I
". JOThITPO~RSAGREEMENT
SHAKOPEE/SA V AGE - STORM SEWER
SA V AGE CITY PROJECT NO. 94-02
EAGLE CREEK 1ST ADDITION
PAGE 3
10. Shakopee shall have the right at all reasoI;lable times to review -and examine the installation and
construction. If for any reason the contract costs increase significantly, or if changes must be
made to the contract as a result.of conditions being different than originally contemplated,
Savage shall obtain the approval of Shakopee for such cost increases or changes.
- . -. - . - . ""H." 1I_ ~ . J:.:!:.:.._..:......... . I ._.... .Z' _ ,., .-. . "
__ .. _~'iII__:"'''''-
.. '* - .--. . . ... ..I_-"'-"""l"'~~.. 'l ..._1 ....iII . .._.._ .. . _ III __ ..t
11. Savage agrees to indemnify and" hold harmless Shakopee from any and all claims, actions, or
causes of action for damage to persons or property, including legal or other expenses in any
way, arising out of the negligence of Savage in the operation and maintenance of the project
described herein.
rL .
IN WITNESS WHEREOF, the parties have _set their hands this ;I!) - day of rdd, 1996.
CITY OF SA V AGE: CITY OF SHAKOPEE:
By: .ttf~~
..... I~ : .. Mayor
By: S~ -?6~ By:
City Aij.dunistrator j
By: CjJIl d{tJ J Gf;-
f}f Clerk .
F:\ USERS\ENGINEER \94-02\INTPV'RS ~F 14
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SHAKOPEE ~
1990 POP. t 1 , 7 3 9~.
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LEGEND
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~ 0;: - SUBWATERSHED BOUNDARY
(;) '<::(
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~ 12 suaWATERSHED IDENTIFICATION
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~\,.~ - CORPORA IE BOUNDARY
~ DIRECTION OF FLOW
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SCALE IN n.n
({ . ..:/~.,,~\/~ g~~el.-n :,Q"l..:..=r:, ~'':~~ ..r=':.:=.:. $CUI '-S IIOIED
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DISCHARCE TO DISCHARGe
llNRAN SYSTEM EAGLE CAEI
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- SHAKOPEE G
1990 POP. 1 1 I 739
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SUBWATERSHED IDENTIFICATION
~ PONDS
I %~ CORPORA TE BOUNDARY
---.. DIRECTION OF FLOW
POND REQUIRED STORAGE PEAK DISCHARGE HWL
I. D. # ( ao-ft ) (018.
, 1.4 EQUALIZES 11TH Z & 3 131.0
2 3.3 EQUALIZES WITH 1 &:1 131.0
3 0.5 9 737.0
4 7.1 4 134. ;"
5 6.2 EQUALIZES wlm 4 73.. .3
6 -43.8 ... 7~O. 0
7 22.7 10 731.9
8 5.9 4 736.1
5~ ~oo 1000 11 5.2 ... 955.5
I 12 37.7 15 737. 7
SCALE IN FEET 13 16.3 27 733.0
15 ~,1.0 26 727.5
19 1.'2.6 35 723. 5
20 2.9 56 721 . 0
21 2.0 5-4 716. 1 .
Q~\l Orr ::-":',=,lF~ :" ..n:........ ....~~-z. SClUi
-. Schelen
. Mayeron & ' EAGLE C.REEIC :'~ ,; ~r.:cOll:-..:c.~NIOIK DaIa '- 'i ""
,'--'~' . .. Associates, Inc. WATERSHED Sf Ff
ED~..'.: .:'. Architects. PJonnen . SUfYeyor:s ~ "If .
' 'P.rll: PI..a. lul . llno -.,"110 Oe..lnord ALTERNATJv
"Dupel". loiN 66"~:!~~~~!:::!$'!)7'1$
, . --
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,
Attachment C
-
NURP Pond Cost Split
I. Construction Cost (from bids)
Nurp Pond Bid $ 75,137.60
Clay liner for dike 43.387.50
$118,525.10
.. t-.._ ..- . .. .- . . . .. . . "'=.= ~-:-::~~.;: ~:: -. . .... : - - -' . - .---:::.~ . .. .' M ...-...-
-.. ...~. ....,....- .- . -. ....__.. ~: :~: _:7'~~.=.a-
II. Cost Breakdown: (percentages are based on total cfs.)
A. Shakopee: 6.7% of $118,525.10 $ 7,941.18
B. Covington Ponds 3rd Addition (previously Assessed): $ 42,162.53 (developer)
City portion of Covington Ponds 3rd Addition: $ 7,467.08 (City)
C. Eagle Creek 1st Addition:
\ $118,525.10
18.600.00 (Estimated 6,000 C.y. @ $3.10/c.y. price for filling streets in Covington Ponds
$ 99,925.10 east of the the NURP pond)
61 % of $99,925.10= $60,954.31
($20,000 of this cost will be paid for by the City for grading of the regional pond east of the
NURP PC?nd)
Eagle Creek 1st Addition (Hirscher Farms):. $ 40,954.31 (developer)
'City portion of Eagle Creek 1st Addition $ 20,000.00 (City)
Ill. Summary for NURP Pond:
1. Sha-kopee $ 7,941.18
2. Covington Ponds 3rd 42,162.53
3. Eagle Creek 1st Addn. 40,954.31
4. City 27 .467 .08
$118,5~5.10
f:\USERS\ENGINEER\94-02\INTPWRS F 14
-to
...
... ~ . .,
Revised 4/15/97
Revised 4/12/95
Revised 3/15/95
JOINT POWERS AGREEl\1ENT
BETWEEN THE CITY OF SHAKOPEE AND THE CITY OF SA V AGE
FOR S,TORM-SEWER
City Project 94-05
Covington Ponds Third Addition
THIS AGREEI\1ENT is entered into between the City ofShakopee, a Minnesot.a municipal
corporation, hereinafter called "Shakopee" and the City of Savage, a Minnesota municipal
corporation, hereinafter called "Savagell, as a Joint Powers Agreement under the authority of
Minnesota Statute 471.59.
WHEREAS, Savage and Shakop"ee have prepared comprehensive plans which include storm
sewer plans that provide for a. portion of Shakopee to drain towards Savage; and
WHEREAS, Savage has held public hearings for Project 94-05, has awarded a contract for
this project, and has completed the construction of this project; and
.WHEREAS, s~id project included provisions for upgrading the storm sewer facilities in
Savage to include the runoff from a portion of the area in Shakopee draining to\vards Savage; and
. - WHEREAS, b.oth Shakopee and Savage desire to enter into an agreement that provides cost
sharing for the improvement of the storm sewer facilities constructed by Savage, said cost sharing
to be based on a specified plan for the Eagle Creek Watershed flow as determined by the Storm
Water Management Plan completed by OSM dated June 24, 1994; and
WHEREAS, Savage has previously completed the construction of storm drainage facilities,
under City Project 91-18, to accommodate storm water flow from future development in Section 18
in Savage to -Zinran A ve. outlet to Eagle Creek; and
WHEREAS, the City of Savage will no longer be able to discharge stormwater runoff into
Eagle Creek due to the mitigation plan adopted as part of the AUAR and will now need to route the
Zinran Avenue outlet directly to the Minnesota River (via MnlDOT detention ponds).
NOW, THEREFORE, Shakopee and Savage agree as follo\vs:
1. Recommended Improvement Alternative No. 3 will be the alternative utilized to
accommodate stOl1I1 water runoff out of the Eagle Creek Watershed.
2. That during the peak discharge rate out of the Eagle Creek Watershed in the lOO-year
24-hour stonn event, Shakopee contributes 26% to the peak flow and Savage contributes 740/0 to the
peak flow.
3. That Shakopee will pay 0% of the costs tOo upgrade the stann water outlet system
from Zinran Avenue to the Minnesota River.
t'-
JOINT POWERS AG~~lVIENT Page 2 of 3
SR.J\KOPEE/SA V AGE - STORl\1 SEWER
PROJECT 94-05, Covington Ponds 3rd Addition
4. That Savage will construct the NURP pond as shown on Exhibit A at no cost to
Shakopee.
5. That the cost to Shakopee for connection to the 126th Street storm sewer system in
Savage is $40,000.
6. That Shakopee is creating a wetland 2-3 acres in size as a part of their Maras Street
Improvement Project, and the estimated v~lue of this wetland creation is between $15,000 and
$20,000 per acre, with a total estimated value of $30,000 to $60,000.
7. That Shakopee 'yvill allo\v Savage to use the wetland credits created by the Shakopee
Maras Street Improvement Project in lieu of$40,000 for the 126th Street storm sewer connection.
8. That in the event that circumstances do not allqw the exchange of these wetland
credits to Savage from Shakopee, .
Shakopee shall pay to Savage $40,000 in exchange for the 126th Street storm sewer
connection, in one lump sum payment or in ten (10) equal installments with simple interest
commencing the 1st of the month following the date of signing of this Joint Powers Agreement. The
interest rate shall be the rate that Savage pays for its general obligation bonds in the year that this
agreement is finalized. For the purposes of this agreement, the interest rate is assumed to be 80/0.
Said rate will be adjusted when the actual rates are known.
9. Shakopee will limit flows from said undeveloped lands to the existing pre-
developmental rates by con~tructing on-site storage and retention as development occurs. Said on-
site storage facilities in Shakopee will be owned and operated by Shakopee. All improvements and
piping in Savage will be owned and operated by Savage. Shakopee and Savage.do not intend to
acquire any jointly owned personal property or real estate under the provisions of this agreement in
its present form.
10. Savage shall provide routine maintenance of the storm sewer facilities covered bOy this
agreement.
11. Savage agrees to indemnify and hold harmless Shakopee from any and all claims,
actions or causeS of action for damage to persons or property, including legal or other expenses in
any way, arising out of the negligence of Savage in the operation and maintenance of the project
described herein.
12. Either city can terminate this agreement upon a one (1) year vnitten notice to the other
city, on the condition that Savage receives full payment of all amounts owed under the terms of this
agreement by the effective date of the termination.
.~
.. -..
JOINT POWERS AGR.b~MENT Page 3 of3
SHAKOPEE/SA V AGE - STORM SEWER
PROJEC,T 94-05, Covington Ponds 3rd Addition
.
IN WITNESS WHEREOF, the parties have set their hands this _day of , 1997.
CITY OF SA V AGE: CITY OF SHAKOPEE: i- / t t 9 7
By:J2tJ~~
Its Mayor
By: ~;t~~l
.
Its City Administrator
,.
JSS
C:\WPOOCS\MISC\JNTAGMT.M15
. .
,
''''......~ .....
APPENDIX B
Hydrologic/Hydraulic Model
T ABLE OF CONTENTS
1 . Mill Pond Watershed
2. Minnesota River Watershed
3. Rice Lake Watershed
4. Eagle Creek Watershed
5. Sand Creek Watershed
6. Blue Lake Watershed
~. ...-
1. Mill Pond Watershed
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APPENDIX C
FEMA Flood Insurance Study
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:r~?~~~ . FLOOD INSURANCE STUDY
1.0 INTRODUCTION
1.1 Purpose of study
The purpose of this F-lood Insurance Study is to investigate the
existence and severity of flood hazards in the City of Shakopee,
Scott County, Minnesota, and to aid in the administration of the
National Flood Insurance Act of 1968 and the Flood Disaster Protec-
tion Act of 1973. Initial use of this information will be to
convert Shakopee to the regular program of flood insurance by the
Federal Insurance Administration. Further use of the information
will be made by local and regional planners in their efforts to
promote sound land use and floodplain development.
1.2 Coordination
The flood problems of Shakopee were reviewed at a meeting held in
November 1975, with city officials, and representatives from the
Federal Insurance Administration, the Minnesota Department of
Natural Resources (State Coordinating Agency) , and the u.s. Geological
survey in attendance.
During the course of the study, additional meetings were held with
appropriate city officials in addition to the initial contact.
These discussions were intended to keep_ community officials informed
as to the progress af the study and -to answer questions.
During the course of study, the Minnesota Department of Natural
Resources and the Board of Managers for .the Lower Minnesota River
Watershed District were also contacted for information.
The final community coordination meeting was held on September 26,
1977. It was attended by local officials, and representatives of
the Federal Insurance Administrationi the Minnesota Department of
Natural Resources; the U.S. Geological Survey; and local, financial,
and irisurance organizations. There were no objections to the study]
and nothing was.brought up that would require changes in this
: report.
i .... 1.3 Authority and Acknowledgme~ts
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The source ~f authority for this Flood Insurance Study is the
National Flood Insurance Act of 1968, as am,ended.
The hydrologic and hydraulic analyses for this study were performed
by the u.s. Geological Survey, Water Resources Division, for the
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Federal Insurance Administration, under Inter-Agency Agreement No. \.
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IAA-H-8-76, Project Order No. 10. This work, which was completed .'\
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in March 1977, covered all significant flooding sources affecting ..... .
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the City of Shakopee.
2.0 AREA STUDIED i
2.1 Scope of, Study \
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This Flood Insurance Study covers the incorporated area of the City I
of Shakopee, Scott County, Minnesota. The area of study is shown
on the Vicinity Map (Figure 1).
The Minnesota River was selected for detailed study. No other
areas were identified as having sufficient flood problems to warrant
study at this time. Those areas studied by detailed methods were
chosen with consideration given to all proposed construction and
forecasted development through 1982.
2.2 Community Description
I
Shakopee is located along the south bank of the'Minnesota River, in I
Scott County, in east-central. Minnesota. The city is bordered by
Savage to the east, Prior Lake to the south, Eden Prairie across
the Minnesota River to the north, Chanhassen to the northwest, and (
Scott County to the west. The corporate limits of Shakopee extend !
for over 9 miles along, the Minnesota River. '.....
The Minnesota River valley through Shakopee is very wide and flat.
It is bordered by steep bluffs on the north and gentle slopes on
the south, which formed the confines of the glacial River Warren.
Until August 1971, Shakopee was a residential community, with an
area of 3.0 square miles, at the south end of the bridge carrying
u.s. Highway 169 and Minnesota State Highway 101 across the Minnesota
River. The Tow~ship of Eagle Creek, with an area of approximately
35 square miles, adjoined Shakopee on the east and south. At that
time, Shakopee and approximately 24 square miles of the Township of
Eagle Creek were consolidated to form the present City of Shakopee.
In 1970, the population of Shakopee was 6876, and the whole of the
Township of Eagle Creek had a population of 2215 (Reference 1). A
populati~nestirnate made by the Metropolitan Council for Shakopee
in 1976 was 9~38.
The area which was previously the Township of Eagle Creek is largely
rural agricultural land, with the exception of a small area of
heavy industry along the Chicago and Northwestern Railway, directly
east of the former Shakopee. New developments consist of scattered
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DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT APPROXIMATE SCAle
-n F ede ra II nsura nee Ad minis irati D n IIz 0 2 3 MILE S
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::0 CITY OF SHAKOPEE, MN
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- (SCOTT co.) VICINITY MAP
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residential areas along the main roads in the area that was formerly
the Township of Eagle Creek and expansion of the residential,
commercial, and industrial area eastward along Minnesota State
......2:- Highway 101 and the Chicago and Northwestern Railway, from the
.<.-.;..;.~~..
.~':~~: former Shakopee area. A steady growth is expected in the foreseeable
..!. --. future owing to Shakopee's location with respect to the cities of
Minneapolis and St. Paul.
Soils in Shakopee are medium-and coarse-grained along the Minnesota
River and south to the bluff, where ground elevations rise approxima-
tely 100 feet. Soils in the hills and to the south are medium to
moderately fine-grained (Reference 2). The coarse-grained soils
are well drained, except in the area northeast of Dean Lake. Finer
soils to the south are poorly drained, with several ponds, lakes,
and marshes in that area. The line of hills is steeply sloping and
forested in native ha~dwood trees. Several small creeks carry
runoff from the hills onto the coarse- textured soils below, where
the channels end and runoff seeps into the soil. Heavy growth of
marsh grass occurs in the poorly drained areas. Much of the southern
part of the community remains ip rural, agricultural land.
A relatively wide climatic variation occurs in this region (Refer-
ence 3). The average daily summer temperatures range from 560 to
8SoP, and average daily winter temperatures range from 5Q to 27OF.
The average .annual precipitation is 26.8 inches.
A 9-foot navigation channel on the Minnesota River is maintained by
the U.So Army Corps of Engineers to River Mile 15. Private interests
maintain the channel an additional 7 miles to River Mile 22 in
Shakopee in spite of continual problems with siltation. With the
limited usefullness of the channel for navigation in the area,
there is not a lot of pressure to develop the Minnesota River flood
plain in Shakopee.
Continuing economic development within the study area is expected
and pressures leading to intensified flood plain use will undoubtedly/
accompany such development. "
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2.3 Principal Flood Problems
/
The major flood problem at Shakopee is created by floodflows generated
by the Minnesota River. The Minnesota River valley was eroded in.
the plain by the glacial. River Warren which carrie~outflow from
I glacial Lake Agassiz. The channel thus created has remained as a
i wide, flat flood plain bounded by steep hills 'and bluffs and contains
t the present meandering stream which floods much of the valley width
i once the low banks are overtopped. The. drainage area is over
16,000 square miles above Shakopee, and the river.is subject to wide
variations in stage and discharge, causing relatively frequent
flooding.
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Several severe floods have occurred in recent years. The highest
~ on record occurred in April 1965 when a peak flow of 117,000 cubic
feet per second (cfs) was recorded, and in April 1969, when the
peak' flow was 84/600 cfs. The 1965 flood discharge is very close
to the lOO-year flood estimate of 115,000 cfs, indicating a recurrence
interval of just over 100 years. The recurrence interval for the
1969 flood is approximately 40 years.
Severe flooding on the Minnesota River is caused by either snowmelt
or rainfall combined with snowmelt. However, the valley floor is
flat, the channel capacity is small, and the drainage area is largei
thus, small rises resulting from excessive rainfall frequency cause -
much of the valley floor to be flooded. Low areas near the river are
particularly susceptible. As a result, no development has taken
place on the valley floor; but,. along the low rises overlooking the
valley,.seyeral structures have been built in the flood plain.
2.4 Flood Protection Measures
Diking around the Peavey grain terminal and one other business
provides a limited amount of protection to those properties. Of
greater benefit to Shakopee are the State Flood P1a~n Regulations
(Reference 4) and their application with data of the Lower Minnesota
River Flood Plain Study (Reference 5). It is known that unregulated
encroachments in the flood plain downstream from Shakopee during
the past 15 years have caused backwater that extends upstream
through Shakopee and for several miles beyond. The regulations
incorporate a floodway throughout the downstream 36 miles of the r
Minnesota River valley and limits encroachment to that which would ~
result in 0.5 foot of backwater on the profile- for conditions at
the time of the study. Without the application of those regulations
and the data provided by the Lower Minnesota River Flood Plain ~
Study, unregulated encroachment would have continued and flood' ,-
stages along the Minnesota River would have continually increased ~
for any flow rate.
3.0 ENGINEERING METHODS
For ~looding sources studied in detail in the community, standard hydrologic
and hydraulic study methods were used to determine the flood hazard data
required for this study. Floods having recurrence intervals of 10,- 50,
100, and 500 years have been selected as having special significance for
-flood plain management and for flood insurance premium rates. The
analyses reported here reflect current conditions in the watersheds of
the flooding sources.
3.1 Hydrologic Analyses
Hydrologic analyses were carried out to establish the peak discharge- -
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frequency relationships for floods of:the selected recurrence
intervals for each stream studied in detail in the community.
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Data for the flow-frequency-analysis and corresponding river stages ('
were'. derived from two gaging station records collected by the U. s. ~',.
Geological Survey (Reference 6). One station is located on the ~
Missi~sippi River at St. Paul, below the confluence of the Minnesota >,--
and Mississippi Rivers, for which 101 years of records were used.
I
! The other is on the M~nnesota River near Jordan, Minnesota, upstream
I from the study reach, for whic~ 36 years of reco~ds were available.
Owing to the prevailing flat slope of the Lower Minnesota River, it
is necessary to consider the flood characteristics of the Mississippi
and'Minnesota Rivers at their confluence, as the combined flows at
this point will influence the flood-frequency profiles throughout
the reach extend~ng through Shakopee. ~herefore, a flow-frequency
analysis based on the record for the Mississippi River at St. Paul
was used to derive. the e1evat~o~ of the lOO-year flood at the mouth
of the Minnesota River. The flood-frequency analysis of the records
for the Minnesota River near Jordan ,provided the flow rates of the
Minnesota River for the various frequency floods.
Flood~frequency analyses for both gaging station records were made
using the standard log-Pearson Type III method (Reference 7) ,a In
both cases, a log-normal distribution provided the best fit to the
data. The peak flows associated with the lOO-year flood were then
coordinated with the u.s. Army Co~ps of Engineers, under an inter-
agency agreement for Minnesota, which provides for a mutually
acceptable flood-frequency estimate to be .used for studies or
projects under the jurisdiction of Federal or state agencies. (
Comparison of the estimates for the 100-year flood revealed only ".-
minor discrepancies, which were reconciled by an administrative
decision. The adopted compromise flow estimates for the lOO-year
t flood are 160,000 cfs for the Mississippi River at St. Paul and
~ 115,000 cfs for the Minnesota River at Jordan. Frequency curves at
I both sites were then adjusted to fit the agreed upon flow estimates
t at the lOO-year frequency interval.
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8 Pea~ discharge-drainage area relationships for the Minnesota River
~. are shown in Table 1.
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I Table 1. Summary of Discharges
~I Peak Discharges
Flood~ng Source Drainage Area (Cubic Feet per Second)
and Location (Square.Miles) la-Year 50-Year lOO-Year SOD-Year
i Minnesota River
J Near Jordan l6,~OO 48,400 91,400 115,-000 182,000
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3.2 Hydraulic Analyses
Analyses of the hydraulic characteristics of streams in the commu-
~l nity were qarried out to provide estimates of the elevations of
floods of the selected recurrence intervals along each stream
studied in the community.
Water-surface elevations of floods of the selected recurrence
intervals were computed through use of the U.S. Army Corps of
Engineers HEC~2 step-backwater computer program (Reference 8).
Cross sections for the backwater.analysis of the Minnesota River
were located at close intervals above and below bridges and in
other developed areas to compute the significant backwater effects
of all encroachments on the flood plain. Overbank cross section
data at 22 designated locations were obtai~ed in Shakopee by photogram-
metric techniques (Reference 9). Underwater soundings were then
made to complete the valley cross sections.
Locations of selected cross ~ections used in the hydraulic analyses'
are shown on the Flood Profiles (Exhibit 1)." For stream segments
for which a floodway is computed (Section 4.2), selected cross
section locations are also shown on the Flood Boundary and Floodway
Map (Exhibi t 2)."
High-water elevation data obtained for the 1969 flood, which was
well documented, were used to calibrate the step-backwater computer
model. Adjustments to the model were made to reproduce known
profile points throughout a 3S-mile reach of the Minnesota River,
including the study area.
The starting elevation corresponding to the various flow frequencies
at the mouth of the Minnesota River, used in the step-backwater
computations, were furnished by the Minnesota Department of Natural
Resources (Reference 10) . These elevations were determined by
their step-backwater analysis of the flood frequency profiles for
the Mississippi River starting from the St. Paul gaging station and
continuing up the Mi~sissippi River to the mouth of the Minnesota
River.
Ro~ghness' factors (Manning I s 11 n" ) for these computations were
assigned on the basis of aerial photographs (Reference 9) and field
inspection of flood plain areas~ Adjustments.to -the roughness
factors were made as required by the calibration process noted
above. Values of "nil used in the study ranged from 0.035 in the
channel to 0.11 in wooded, overbank areas.
Flood profiles were drawn showing computed water-surface elevations
to an accuracy of 0.5 foot for floods of the selected recurrence
intervals (Exhibi t 1) .
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River Mile mark locations shown on the maps are from the u.s. Army (
Corps of Engineersr Navigation Charts (Reference 11). These ~,.
charts were developed several years ago; these are still in use, \
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with mile mark locations continued, though the channel may have
changed. Distances between River Mile mark locations may be slightly
different than 1 mile. Cross sections are located on the profile
plot using the River Mile scale. Be9ause the profiles-are quite
flat, cross sections are. shown only to the nearest tenth of the
'distance between River Mile marks.
All elevations are referenced to the National Geodetic Vertical
Datum of 1929 (NGVD) . Elevation reference marks used in the study
are shown on the maps.
Flood elevations on the Minnesota River in Shakopee are seldom
raised by ice jams during spring thaws; ice cover is minimal because
navigation being maintained during the winter period. The hydraulic
analyses for this study are based only on the effects of unobstructed
flow. The flood elevations, as sho\ffi on the profiles, are thus
oonsidered valid only if hydraulic structures, in general, r~main
unqbstructed, operate properly, and do not fail.
4. O. FLOOD PLAIN MANAGEMENT APPLICATIONS
A prime purpose of t~e National Flood Insurance Program is to encourage (
State and local governments to adopt sound flood plain management pro-
gr ams . Each Flood Insurance Study, therefore, includes a flood boundary
map designed to assist communities in developing sound flood plain ., .
management measures.
4.1 Flood Boundaries
In order to provide a 'national standard without regional discrimina-
tion, the lOO-year flood has been adopted by the Federal Insurance
Administration as the base flood for purposes of flood plain manage-
ment measures. The SOa-year flood is employed to indicate additional
areas of flood risk in .the community. For the stream studied in
detail, the boundaries of' the 100- and SOa-year floods have been
delineated using the flood elevations determined at each cross
sect~on; ~etween cros~ sectiorts, the boundaries were interpolated
using topographic maps at scale of 1:6000, with a contour interval
of 2 feet (Reference 5).
In cases where the 100- and SOa-year flood boundarie? are close
together, only the lOO-year flood boundary nas been shown.
Flood boundaries for the 100- and SOa-year floods are shown on the
Flood Boundary and Floodway Map (Exhibit 2).
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:~~-i1
-Ii
Small areas within the flood boundaries may lie above the flood :~~
elevations and, therefore, not be subject to flooding; owing to ~~
~. limitations of the map scale, such areas are not shown. .':~~
~1--
4.2 Floodways
Encroachment on flood plains, such as artificial fill, reduces the
flood-carrying capacity and increases flood heights, thus increasing
flood hazards in areas beyond the encroachment itself. One aspect
of flood plain management involves balancing the economic gain from
flood plain development against the resulting increase in flood
hazard. For purposes of the National Flood Insurance Program, the
concept of a floodway is used as a tool to assist local communities
in this aspect of flood plain management. Under this concept, the
area of t~e 100-year flood is divided into a floodway and a floodway
fringe. The floodway is the channel of a stream, plus any adjacent
flood plain-areas, that must be kept free of encroachment in order
that the IOO-year flood be carried without substantial increases in
flood heights. As minimum standards I 'the Fe.deral Insurance Adminis-
tration limits such increases in flood heights "to 1.0 foot, provided
that hazardous velocities are not produced. In Minnesota, state
regulations limit the increases in flood heights to,O,.5 foot, which
is the maximum limiting value used in this study. Under this
concept; a community such as Shakopee, which exercis~s control on
only one side of the stream, should generally be restricted to a
maximum increase of 0.25 foot. The remaining 0.25 foot is reserved
for the community on the opposite side of the stream.
To provide a comprehensive and integrated in-depth floodway analysis
for the Lower Minnesota River, local funding had been provided
under cooperative agreement with the u.s. Geological Survey to
permit a coordinated study of a 35-mile reach of the Minnesota
River, extending from Carver Rapids to the mouth, an area which
includes the City of Shakopee. In some areas (including Shakopee) ,
- the flood potential, in terms of stage, has significantly increased
for 1965 flow conditions due to extensive development since th.e
1965 flood.
Floodways were selected by local officials for their respective
jurisdictional- areas. Preliminary flood plain area maps were
provided -to aid local officials in their selection (Refe-renee 5);
and, in addition, several discussions were held under the auspices
of the Lower Minnesota River Watershed District and the Minnesota .
Department of Natu~al Resources to provide technical background [
data.
An analysis of floodway conditions must also consider increased
flood elevations resulting ~rom permissible encroachments on the
Mississippi River flood plain. A potential increase of 0.2 foot in
the lOO-year flood elevation at the mouth of the Minnesota River
was estimated by the Minnesota Qepartrnent of Natural Resources. "'
. i
;5 1
.;: 1
9 4;;.' J
~r:~ ~1
,i;:l
j
I
The floodway designated by Shakopee city officials was incorporated (
in'the digital model and the calculated maximum increase in elevation .. ~
....~
(surcharge) from the water-surface profile far the IOO-year flood ;, ~
-",,"-... .
.' did not exceed 0.5 footi therefore, the selected floodway configura-
tions meet minimum State standards. The results of these computations
"~~... are tabulated at selected cross sections for each stream segment fo~
'~4 which a floodway is computed (Table 2).
~~.~...
~~.-;;;?
:. ~~~
'""'. ;..~ As shown on the Flood Boundary and Floodway Map (Exhibi t 2) I the
\ floodway boundaries were determined at cross sections; between cross
sections, the boundaries were interpolated. In cases where the
,. floodway and IOO-year flood boundaries are close together, only the
floodway boundary has been.. shown.
The area between the floodway and the boundary of the lOO-year flood
; .is termed the floodway fringe. The floodway fringe thus encompasses
th~ portion of the flood plain that could be completely obstructed
without increasing the water-surface elevation of the lOO-year flood
more than 0.5 foot at any point. Typical relationships petween the
floodway and the fl~odway fringe and their significance to flood
-. plain development are shown in Figure 2.
\. I~ ~I
1 CO-YEAR FLOOD PLAIN
.~i
i"
.it FLOODWAY FL.OODWAY FLOODWAY (
:.~.. F RING E FRINGE
.~
STREAM
r CHANNEL
:
;
FLOOD ELEVATION WHEN
CONFINED WITHIN FLOOOWAY
ENCROACHMENT
AREA OF FLOOD PLAIN THAT COULD
BE USED FOR DEVELOPMENT BY
RAISING GROUND
LINE AS IS THE FLOOD ELEVATION BEFORE ENCROACHMENT.
LINE CD IS THE FLOOD ELEVATION AFTER ENCROACHMENT.
.SURCHARGE IS NOT.TO EXC;EEO 1.0 FOOT (FIA REQUIREMENT) OR LESSER AMOUNT IF SPECIFIED BY STATE.
Figure 2. . Floodway Schematic
5.0 INSURANCE APPLICATION
In order to establish actuarial insur~nce rates, the Federal Insurance
Administration has developed a process to transform the data from the " (
en~ineering study into flood insurance criter~a. This process includes ,.
.::.........
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T A B L E 2 .~~.~
~;::-~
'~r?
'''~.f~~{ft
".~i?:::B
the determination of reaches, Flood Hazard Factors, and flood insurance (
zone designations for the flooding source studied in detail affecting
the City of Shakopee. ...---..... -. ..
5.1 Reach Determinations
Reaches are defined as lengths of watercourses having relatively
the same flood hazard, based on the average weighted difference in
water-surface elevations between the 10- and lOO-year floods. This
difference does not have a variation greater than that indicated in
;. the following table for more than 20 percent of the reach:
r ~Average Difference Between
I 10- and lOO-year Floods Variation
I
I
J 7.1 to 12 feet 2.0 feet
~ :' Two reaches meeting the above criterion were required for the
.:
'.
y Minnesota River in Shakopee. The locations of the reaches are
..- shown on the Flood Profiles (Exhibit 1) .
....
~-
~ 5.2 Flood Hazard Factors
ii. .
;z:
:.:..
~. The Flood Hazard Factor (FHF ) is the Federal Insurance Administration
:t~ device used to correlate ;flood infonnation with insurance rate
tables. Correlations between property damage from floods and their (
.~: FHF are used to set actuarial insurance premium rate tables based
of on FHFs from 005 to 200.
of "
J: The FHF for a reach is the average weighted difference between the
o,~
.~o 10- and lOO-year flood water-surface elevations expressed to the
:41
~J nearest one-half foot, and shown as a three-digit code. For example,
if the difference between. water-surface elevations of the 10- and
: IOO-year floods is 0.7 foot, the FHF is 005; if the difference is
, lD4 feet, the FHF is 015; if the difference is 5.0 feet, the FHF is
.~
050. When the .difference between the 10- and lOa-year water-
~o;. surface elevations is greater than 10.0 feet, accuracy for the FHF
...,--"
. ~. I
is to the nearest foot.
~
5.3 Flood Insurance Zones
,.
After the deterrn~nation of ~eaches and their respective Fl90d I
I
Hazard Factors, the entire incorporated area of the City of Shakopee
waS divided into zones, each having a specific flood potential or
hazard. Each zone was assigned one of the .following flood insurance
zone designations:
Zones AlB and A20: Special Flood Hazard Areas inundated by II
the lOO-year flood, determined by
detailed methods; base flood elevations II
shown, and zones subdivioed according
.:!-. to Flood Hazard Factors. ,,, (
!
....... ... .
12
-- --_._---~~
~.
'-';~
-'~~l
~
".~~
:~*4
'~i~~
jI~
---:.""\
Zone B: Areas between the Special Flood Hazard- ~~
Areas and the limits of the SOa-year '\j
~ flood, including areas of the SOa-year .~
flood plain that are protected from the -~
lOO-year flood by dike, levee, or other
water control structure; also areas
_ subject to certain'types of IOO-year "
shallow flooding where depths are less
than 1.0 foot; and areas subject to ":
lOO-year flooding from sources with ~,
drainage areas less than 1 squarernile. "'
Zone B is not subdivided. ~
Zone C: Areas of minimal flooding.
The flood elevation differences, Flood Hazard Factors, flood insur-
ance zones, and base flood elevations for the flooding source
studied in detail in the community are summarized in Table 3. "
5.4 Flood Insurance Rate Map Description ~
;
The Flood Insurance Rate Map for the City of Shakopee is, for ~
insurance purposes, the principal result of the Flood Insurance :
Study. Th~s map (published separately) contains the official l
delineation of flood insurance zones and base flood elevation ~
- lineso Base flood elevation lines show the locations of the expected .t
whole-foot water-surface elevations of the base (IOO-year) flood. J
This map is developed in accordance with the latest flood insurance t
map preparation guidelines published by the Federal Insurance I
Administration. i
~~
:y
6.0 OTHER STUDIES !
l
The UaSa Geological Survey has prepared a Flood-Plain Study for the i
Lower Minnesota River (Reference 5). That study is in complete agreement ~
with the present Flood Insurance study for Shakopee. ~
if
,~
.c-
The flood elevation data reported in this study are in agreement with }
the Flood Insurance study prepared for the unincorporated areas of Scott ;
County, -Minnesota (Reference 12). -~
This study is authoritative for the purposes of the National Flood Insur-
ance Program; data presented herein either supersede or are compatible
with all previous determinations.
7.0 LOCATION OF DATA
Survey, hydrologic, hydraulic, and other pertinent data used in this study
. . can be obtained .by contacting the office of the Federal Insurance ~
~ ,
,. ..~.
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t: \..,.
. ~-~
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FC 0-100 ~
p" 000 0-1 >w Z
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< E 1.1.1
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TABLE 3
,
~~ " _ _.A- ~ - ",..._ "' ~___--'.....~a~~'_"''''''''''>A'''''!I''-'-''<~_
. ~-
-~~:~~
-~'i~
&. if ~
_....,:,,:
....4 ,;.~.
"1-- .-
Administration, Regional Director, 1 North Dearborn, Chicago, Illinois
60606.
8.0 BIBLIOGRAPHY AND REFERENCES
1. u.s. Department of Commerce, Bureau of the Census, Final Report
PC(1)-A25, 1970 Census of Population, Number of Inhabitants, Minnesota,
Washington, D.C., 1971
2. University of Minnesota, Extension Bulletin 320, Soils of the Twin j
Cities Metropolitan Area, June 1967
3. -~--~~---~--, The Climate of Minnesota, D. G. Baker and J. H. Sturb, Jr.,
St. Paul, Minnesota, 1968
4. Minnesota Department of Natural Resources, Rules and Regulations of
the Department of Natural Resources Relatinq to Statewide Standards
and Criteria for Manaqement of Flood Plain Areas of Minnesota, St.
Paul, Minnesota, 1970
5. Water Resources Investigations 15-74, Open-File Report, Flood Plain
Areas of the Lower Minnesota River, L. C. Guetzhon and G. H. Carlson,
1973
6. U.S. Department of the Interior, Geological Survey, Water Resources
Data for Minnesota, Annual Reports, Washington, D.Ca
7.- U.S. Water Resources Council, "A Uniform Technique for Determining i
Flood Flow Frequencies," Bulletin 15, December 1967
8. U.S. Department of the Army, Corps of Engineers, Hydrologic Engineer-
ing Center, HEC-2 Water Surface Profiles, Generalized Computer
Program, Davis, California, 1972
9. Mark Hurd Aerial Surveys, Inc., Hiqh Altitude Photos of the Minnesota
River Valley, Scale 1:9600, Minneapolis, Minnesota, 1969
10. Minnesota Department of Natural Resources, Mississippi River Flood
Plain Informati~n and Manaqement, Part II, St. Paul 1972
II. U:8: Department of the Army, Corps ?f Engineers; North Ce~tral I
Division, Upper Mississippi River Navigation ~ha~~~L~~nnesota
River, Charts 1-4, 1968
12. U.s. Department of Housing and Urban Devleopment, Federal Insurance'
Administration, Flood Insurance study, Unincorporated Areas of
Scott Count~, Minnesota, U.S. Geological Survey, Water Resources
Division, June 1977
15 ...1' ..~~
~~~~:.
I
I
ELEV A TION (FEET NGVDI ~
0'1 en a> en m ..... "oJ ..... ""-I
U'1 Cl ""-I co to 0 ,.., w
. . 0 0 0 c:: 0 c 0 c 0
ai I r I : I . . . . I '
I I . I I I
I I I-
T
-I
CORPORATE LIMITS
~
I
7 - !
.......- I
a; J
7
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....a.
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tn
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r
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. ,." :Uj::D' -': .
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"'S 6'~;:",
- + ..-,
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.'. .~~.
.:~~{t '
.'. . o. I I ft!.b~.,9.t'!~~OPMENT
~Ot'I:I':l.;!.JI';':'. . FLOOD PROFILES
l:;;l~. dl~ '0 ne 'Ef'MN!j~:; ;
.f ~~i ~. ' ': :~~). . . '.' '. ~ ~",~;;j,'~~l.~i;,
....'ilol~{ I ~~'J.r ~.~. . . ,,:,;1 IUI · co. . ~~,t,<"'. MINNESOTA RIVER
. ~t.~~~ ,~~ f.....! .~~)f...'..:,.V .".:'f~' .~ . I , _@,..."!-lio,~~":"'i..:
.. · ~t;; ....l Er'''''' 1_ff ~. , .
. ~1~"'ii1; {'~'f:' ;~".. :l~~'" 9i ~r" .:-...l'"it~~.iJ-t~~i~'&fl...i-' . .." 1
: \~~~l';~l~\~t~.. ~~~~f;~;~' .~~~'.. ..~.~.~~\~~I:~~~~~~t~;;:t0:-", .
APPENDIX D
Ordinances
~HAJI::~n)PIEJE
boIl t . "::,-=, C.lbd
COI<.4l'lff.Jl-,llTi F'P-JDE :;lnCE 1&57 SEC. 11.54. SHORELAND OVERLAY ZONE (SH)
(Deleted) Ord. 500; Added, Ord. SOO,.November 13, 1997)
Subd. 1. Statutory Authorization and Policv.
A. Statutorv Authorization. This Section is adopted pursuant to the authorization
and policies contained in Minnesota Statutes) Chapter 103.F) Minnesota
Regulations) Parts 6120.2500 - 6120.3900) and the planning and zoning enabling
legislation in Minnesota Statutes, Chapter 462. (Ord. 537) February 18, 1999)
. - . B. Policv. The uncontrolled use of shorelands.. of Shakopee) Minnesota affects the
public health) safety and general welfare not only by contributing to pollution of
public waters) but also by impairing the local tax base. Therefore) it is in the best
interests of the public health, safety and welfare to provide for the wise subdivision,
use and development of shorelands of public waters. The legislature of Minnesota
. has delegated responsibility. to local governments of the state to regulate the
subdivision, use and development - of the shorelands of public waters and thus
preserve and enhance the quality of surface waters, conserve the economic and
natural environmental values of shorelands) and provide for the wise use of waters
and related land resources. The City of Shakopee, Minnesota, hereby recognizes
this responsibility.
Subd.2. General Provisions and Definitions.
A. Jurisdiction. The provisions of this Section shall apply to the shorelands of the
public water bodies as classified in Subdivision 4 of this Section. Pursuant to
Minnesota Regulations) Parts 6120.2500 - 6120.3900, no lake) pond, or flowage
less than ten (10) acres in size in municipalities Of twenty-five (25) acres in size in
unincorporated areas need be regulated in a local government's shoreland
regulations. A body of water created by a private user where there was no
previous shoreland may) at the discretion of t06 governing body, be exempt from
this Section.
B. Compliance. The use of any shoreland of public waters; the size and sh~pe of
lots; the use, size, type and location of structures on lots; the installation and
maintenance of water supply and waste treatment systems) the grading and filling
of any shoreland area; the cutting of shoreland vegetation; and the subdivision of
land shall be in full compliance with the terms of this Section and other applicable
regulati D.nS.
c. Enforcement. The Zoning Official is responsible for the administration and
enforcement of this Section. Any violation of the provisions of this Section or
failure to comply with any bf its requirements (including violations of conditions and
safeguards established in connection with grants of variances or conditfonal uses)
shall constitute a misdemeanor and shall be punishable as defined by law.
Violations of this Section can occur regardless of whether or not a pannit is
required for a regulated activity pursuant to Subdivision 3 A of this Section.
D. Interpretation. In their interpretation and application, the provisions of this Section
shall be held to be minimum requirements and shall be liberally construed in favor
of the governing body and shall not be deemed a limitation or repeal of any other
powers granted by State Statutes.
E. Severability. If a court of competent jurisdiction adjudges any section, clause)
provision, or portion of this Section unconstitutional or invalid, the remainder of this
Section shall not be affected thereby.
F. A~rogation and Greater Restrictions. It is not intended by this Section to repeal,
abrogate, or impair any existing easements, covenants, or deed restrictions.
However, where this Section imposes greater restrictions) the provisions of this
Section shall prevail. All other sections inconsistent with this Section are hereby
repealed to the extent of the inconsistency only.
G. Deft niti 0 ns. Unless specifically defined below) words or phrases used in this
Section shall be interpreted so as to give them the same meaning as they have in
n .~ commoD usag~ and so__a~ tQ gi~e ~b.l~_Sec;tiQlJ it? r)1os~.reasonaQle applicati9n. For . ~
the purpose of this Section,. fhe word~~riirflust'l and lIshallll are mandatory and not
permissive. All distances, unless othervvise specified, shall be measured
horizontally.
1. "Accessory structure" or "facilityll: any building or improvement
subordinate to a principal use which, because of the nature of its use, can
reasonably be located at or greater than normal structure setbacks.
2. "Bluffll: A topographic feature such as a hill, cliff) or embankment having
the following characteristics (an area with an average slope of less than
180/0 over a .distance for fifty (50) feet or more shall not be considered part
of the bluff):
a. Part or all of the feature is located in a shoreland area;
b. The slope rises at least twenty-five (25) feet above the ordinary
high water level of the waterbody;
c. The grade of the slope from the toe of the bluff to a point twenty-
five (25) feet or more above the ordinary high water level averages
300/0 or greater; and
d. The slope must drain toward the waterbody.
3. "Bluff impact zone": A bluff and land located within twenty (20) feet from
the top of a bluff.
4. "Boathouse": A structure designe~ and used solely for the storage of
boats or boating equipment.
5. "Building line": A line parallel to a lot line or the ordinary high water level
at the required setback beyond which a structure may not extend.
6. "Commercial use": The principal use of land or buildings for the sale,
lease) rental, or trade of products) goods, and services.
7. "Commissioner": The Commissioner of the Department of Natural
Resources.
'\.
8. "Conditional use": A land use or development as defined by ordinance
that would not be appropriate generally) but may be allowed with
appropriate restrictions as provided by official controls upon a finding that
certain conditions as detailed in the zoning code exist) the use or
development conforms to the comprehensive land use plan of the
community, and the use is compatible with the existing neighborhood.
9. "Deck": A horizontal, unenclosed platform with" or without attached
railings, seats, trellises, or other features, attached or functionally related
to a principal use or site and at any point extending more than three (3)
feet above ground.
10. IIDuplex, II "triplex," and "quad1l: A dwelling structure on a single lot,
having two (2)) three (3)) and four (4) units, respectively, being attached by
common walls and each unit equipped with separate sleeping, cooking)
eating, living, and sanitation facilities.
11. "Dwelling site": A designated ~Iocation-for-;r~sidential use by one (1) or
more persons using temporary or movable shelter, including camping and
recreational vehicle sites.
12. "Dwelling unit": Any structure or portion of a structurel or other shelter
designed as short-or long-term living quarters" for one (1) or more persons,
including rental or timeshare accommodations such as motel) hotel) and
resort rooms and cabins.
13. "Extractive use": The use of land for surface or subsurface removal of
sand, gravel) rock, industrial minerals, other nonmetallic minerals, and
peat not regulated under Minnesota Statutes, Sections 93.44 to 93.51.
14. "Forest land conversion"; The clear cutting of forested lands to prepare
for a new land use other than re-establishment of a subsequent forest
stand*
15. "Hardship": IIHardship" means the same as that term is defined in
Minnesota Statutes, Chapter 462.
16. "Height of building": The vertical distance between the highest adjoining
ground level at the building or ten (10) feet above the lowest ground level,
whichever is lower) and the highest point of a flat roof or average height of
the"highest gable of a pitched or hipped roof.
17. "Industrial use": The use of land or buildings for the production,
manufacture, warehousing) storage) or transfer of goods, pro~ucts,
commodities, or other wholesale items.
18. "Intensive vegetation clearing": The complete removal of trees or
shrubs in a contiguous patch,- strip, row, or block.
19. "Lot": A parcel of land designated by plat) metes and bounds) registered
land survey, auditors plot) or other accepted means and separated from
other parcels or portions by said description for the purpose of sale, leaser
or separation.
20. "Lot width": The shortest distance between lot lines measured at the
midpoint of the building line.
. .
21. "Nonconformity": Any legal use, structure or parcel of land already in
existence, recorded, or authorized before the adoption of official controls
or amendments thereto that would not have been permitted to become
established under the terms of the official controls as now written, if the
official controls had been in effect prior to the date it was established,
recorded or authorized.
22. "Ordinary high water level": The boundary of public waters and
wetlands, and shall be an elevation delineating the highest water level
which has been maintained for a sufficient period of time to leave evidence
upon the landscape, commonly that point where the natural vegetation
changes from predominantly aquatic to .predominantly terrestrial. For
watercourses, the ordinary high water level is the elevation of the top of
the bank of the channel. For reservoirs and flowages1 the ordinary high
water level is the operating elevation of the normal summer pool.
23. "Planned unit develo-pment1i:' -A f1ipe ofaevelopment characterized by a
unified site design for a number of dwelling units or dwelling sites on a
parcel, whether for sale, .rent, or lease, and also usually involving
clustering of these units or sites to provide areas of common open space,
density increases, and a mix of structure types and land uses. These
developments may be organized and operated as condominiums, time-
share condominiums, cooperatives, full fee ownership, commercial
enterprises, or any combination of these, or cluster subdivisions of
dwelling units, residential condominiums, townhouses, - apartment
buildings, campgrounds, recreational vehicle parks, resorts, hotels, motels,
and conversions of structures and land uses to these uses.
24. "Planning unit developments, commercial": These are typically uses
that provide transient, short-term lodging spaces, rooms, or parcels and
their operations are essentially service-oriented. For example, hotel/motel
accommodations, resorts, recreational vehicle and camping parks! and
other primarily service..oriented activities are commercial planned unit
developments.
25. "Planned unit developments, residential": A use where the nature of
residency is not transient and thei major or primary focus of the
development is not service-oriented. For example, residential apartments,
manufactured home parks, time-share condominiums, townhouses,
cooperatives, and full fee ownership residences would be considered' as
residential planned unit developments. To qualify as a residential planned
unit development, a development must contain at least five (5) dwelling
units or sites.
26. "Public waters": Any waters as defined in Minnesota Statutes, Section
103G.005, Subdivisions 14 and 15~ '-
27. "Semipublic use": The use of land by a private, nonprofit organization to
provide-a public service that is ordinarily open to some persons outside the
regular constituency of the organization~
28. "Sensitive resource management": The preservation and management
of areas unsuitable for development in their natural state due to constraints
such as shallow soils over groundwater or bedrock, highly erosive or
expansive soils, steep slopes, susceptibility to flooding, or occurrence of
flora or fauna in need of special protection.
29. "Setback: The minimum horizontal distance between a structure, sewage
treatment system, or other facility and an ordinary high water levell
sewage treatment system, top of a bluffr roadl highwaYr property line, or
other facility.
30. "Sewage treatment system": A septic tank and soil absorption system
or -other individual or cluster tyPE? sewage treatment system as described
and regulated in Subdivision 5H of this Section.
31. "Sewer system": Pipelines or conduitsr pumping stations, and force
main, and all other construction, devices, appliancesr or appurtenances
used for conducting sewage or industrial waste or other wastes to a point
of ultimate disposal.
32. "Shore impact zone": Land located between the ordinary high water
level of a public water and a. Urie-':paralfef to it at a setback of 50% of the
structure setback. . . -- - - --
w ~ ..... _. ~
33. "Shoreland": Land located within the following distances from public
waters: 1 ,000 feet from the ordinary highwater level of a lake, pond, or
flowage; and 300 feet from a river or stream, or the landward extent of a
floodplain designated by ordinance on a river or streamr whichever is
greater. The limits of shorelands may be reduced whenever the waters
involved are bounded by topographic divides which extend landward from
the waters for lesser distances and when approved by the Commissioner.
34. "Significant historic site": Any archaeological site, standing structurer or
other property that meets the criteria for eligibility to the National Register
of Historic Places or is listed in the State Register of Historic Sites, or is
determined to be an unplatted cemetery that falls under the provisions of
Minnesota Statutes, Section 307.08. A historic site meets these criteria if it
is presently listed on either register or if it is determined to meet the
qualifications for listing after review by the Minnesota state archaeologist
or the director of the Minnesota Historical Society. All unplatted
cemeteries are automatically considered to be significant historic sites.
35. "Steep slope": Land where agricultural activity or development is either
not recommended or described as poorly suited due to slope steepness
and the site's soil characteristics, as mapped and described in available
county soil surveys or other technical reports, unless appropriate design
and construction techniques and farming practices are used in accordance
with the provisions of this Section. Where specific information is not
available, steep slopes are lands with average slopes over 120/0, as
measured over horizontal distances of fifty (50) feet or more, that are not
bluffs.
36. "Structure": Any building or appurtenance, including decks, except aerial
or underground utility Iinesr such as sewer, electric, telephoner telegraph,
gas lines, towers, poles, and other supporting facilities.
37. "Subdivision": Land that is divided for the purpose of sale, rent or lease,
including Planned Unit Developments.
38. "Surface water-oriented commercial use": The use of land for
commercial purposes, where access to and use of a surface water feature
is an integral part of the normal conductance of business. Marinas,
resorts, and restaurants \lYith transient docking facilities are examples of
such use.
39. "Toe of the bluff": The lower point of a fifty (50) foot segment with an
average slope exceeding 180/0.
40. "Top of the blutr': The higher point of a fifty (50) foot segment with an
average slope exceeding 180/0.
41. "Uses With Water-Oriented Needs (Water-Oriented Uses)": A land use
that has as an intrinsic element access to) or use of, the water for
recreational purposes. Such uses include, but are not necessarily limited
to, marinas, resorts, boat or canoe accesses, and fishing docks. (Added,
Ord. 586, November 16, 2000)
42. "Uses Without Water-Oriented Needs -(nonwater-oriented uses)":
Any land use that does not have .as an intrinsic. element access to) or use
of, the water for recreational purposes. Commercial, industrial) or
business park land uses that do not meet the definition of "surface water-
oriented commercial use"* contained herein are by definition "non water-
oriented uses". (Added, Ord. 586, November 16,2000)
* Defined at Code Sec. 11.54) Subdivision 2, 35. as liThe use of
land for commercial purposes, where access to and use of a
surface water feature is an integral part of the normal conductance
of business. Marinas, resorts, and restaurants with transient
docking facilities are examples of such use." (Added, Ord. 586,
November 16) 2000)
43. "Variance": The same as that term is defined or described in Minnesota
Statutes, Chapter 462.
44. "Water-oriented accessory structure or facility": A small, above
ground building or other improvement, except stairways, fences, docks)
and retaining walls, which, because of the relationship of its use to a
surface water feature, reasonably needs to be located closer to public
waters than the normal structure setback. Examples of such structures
and facilities include boathouses, gazebos, screen houses, fish houses,.
pump houses, and detached .decks.
45. "Wetland": A surface water feature classified as a wetland in the United
States Fish and Wildlife Service Circular No. 39 (1971 edition).
Subd. 3. Administration.
A. Permits Required.
1. A permit is required for the construction of buildings or building additions
(and including such related activities as constrvction of decks and signs),
the installation and/or alteration of sewage treatment systems) and those
grading and filling activities not exempted by Subdivision 5C .of this
Section. Application for a permit shall be made to the Building Official on
the forms provided. The application shall include the necessary
information so that the Building Official can determine the siters suitability
for the intended use and that a compliant sewage treatment system will be
provided.
2. A permi.! authorizing an addition to an existing structure shall stipulate that
an identified nonconforming sewage treatment system, as defined by
Subdivision 5H", shall be reconstructed or replaced in accordance with the
provisions of this Section.
B. Certificate of Zoning Compliance. The Zoning Administrator shall issue a
certificate of zoning compliance for each activity requiring a permit as specified in
Subdivision 3A of this Section. This certificate will specify that the use of land
conforms to the requirements of this Section. Any use, arrangement, or
construction at variance with that authorized by permit shall be deemed a violation
of this Section and shall be punishal:;>le as provided in Subdivision 2C of this
Section.
c. Variances.
. . .
1. Variances may only be granted i.n accordan.ce with Minnesota Statutes,
Chapter 462. A variance may not circumvent the general purposes and
intent of this Section. No variance may be granted that would ~lIow any
use that is prohibited in the zoning district in which the subject property is
located. Conditions may be imposed in the granting of a variance to
ensure compliance and to protect adjacent properties and the public
interest. In considering a variance request, the Board of Adjustment and
Appeals and Appeals must also consider whether the property owner has
reasonable use of the land without the variance, whether the property is
used seasonally or year-round, whether the variance is being requested
solely on the basis of economic considerations, and the characteristics of
development on adjacent properties.
2. The Board of Adjustment and Appeals and Appeals shall hear and decide
requests for variances in accordance with the rules that it has adopted for
the conduct of business. When a variance is approved after the
Department of Natural Resources has formally recommended denial in the
hearing record, the notification of the approved variance required in
Subdivision 3D2 below shall also include the Board of Adjustment and
Appeals and Appeal's summary of the public record/testimony and the
findings of facts and conclusions which supported the issuance of the
variance.
, 3. For existing developments, the application for variance must clearly
demonstrate whether a conforming sewage treatment system is present
for the intended use of the property. The variance, if issued, must require
reconstruction of a nonconforming sewage treatment system.
D. Notifications to the Department of Natural Resources.
1. Copies of all notices of any public hearings to consider variances,
amendments, or conditional uses under local shoreland management
controls must be sent to the commissioner or the commissioner's
designated representative and postmarked at least ten (10) days before
the hearings. Notices of hearings to consider proposed subdivisions must
include copJes of the proposed subdivision.
2. A copy of approved amendments and subdivisions, and final decisions
. .
granting variances or conditional uses under local shoreland management
controls must be sent to the commissioner or the commissioner's
designated representative and postmarked within ten (10) days of final
action.
Subd. 4. Shoreland Classification Svstem and L~nd Use Districts.
A. Shoreland Classification System. The public waters of the City of Shakopee
have been classified below consistent with the criteria found in Minnesota
Regulationsl Part 6120.3300, and the Protected Waters Inventory Map for Scott
County, Minnesota.
1. The shoreland area for the waterbodies listed in Subdivision 4A2 and 4A3
shall be as defined in Subdivision 2G33 and as shown on the Official
Zoning Map.
2. Lakes.
a. .. .. - ~ - . . ~. ..
Protected Waters
Natural Environment lakes Inventory 1.0. No.
Blue Lake 1.0. No. 70-0088
Dean Lake 1.0. No. 70-0074
Fisher Lake 1.0. No. 70-0087
Rice Lake I.D. No. 70-0025
Unnamed 1.0. No. 70-0080
b.
Protected Waters
Recreational Development lakes Inventory 1.0. No.
Q'Dowd Lake 1.0. No. 70-0095
3. Rivers and Streams.
a. Transition Rivers legal Description
Minnesota River From the West section line of
Section 4, Township 115N.
Range 22W**
b. Agricultural Rivers Legal Description
Minnesota River From the border of Scott and
LeSueur Counties to the East
section line of Section 5,
Township 115N, Range 22W**
c. Tributary Streams *
Eagle Creek From Basin 245, Section 13,
Township 115, Range 22W to
Section 13) Township 115,
Range 22W**
. .
. -
Unnamed to MN River From Section 2, Township 115,
Range 22W to Section 1,
Township 115, Range 22W**
Unnamed Tributary From Basin 249, Section 23,
Township 115, Range 22W to
Section 14, Township 115,
Range 22W**
* All protected watercourses in the City of Shakopee shown on the Protected Waters
Inventory Map for Scott County, a copy of which is hereby adopted by reference, not given
a classification in Items A-E above shall be considered "Tributaryll.
**AII from and to locations are subject to actual municipality boundaries.
B. land Use District Descriptions.
1. Criteria For Designation. The land use districts in Subdivision 482, and
the delineation of a land use district's boundaries on the Official Zoning
Map, must be consistent with the goals) policies, and objectives of the
comprehensive land use plan and the following criteria, considerations,
and objectives:
a. General Considerations and Criteria for All land Uses:
(1 ) preservation of natural areas;
(2) present ownership and development of shoreland areas;
(3) shoreland soil types and their engineering capabilities;
(4) topog raphic characteristics;
(5) vegetative cover;
(6) in-water physical characteristics) values) and constraints;
(7) recreational use of the surface water;
(8) road and service center accessibility;
(9) socioeconomic development needs and plans as they
involve water and related land resources;
(10) the land requirements of industry which, by its nature)
requires location in shoreland areas; and
(11 ) the necessity to preserve and restore certain areas having
significant historical or ecological value.
b. Factors and Criteria for Planned Unit.Developments:
(1 ) existing recreational use of the surface waters and likely
increases in use associated with Planned Unit
Developments;
(2) physical and a~sthetic impacts of increased density;
(3) suitability of lands for the planned unit development
approach;
(4) level of current development in the area; and
(5) amounts and types of ownership of undeveloped lands.
2. land Use District Descriptions. The land use districts provided below)
and the allowable land uses therein for the given classifications of
waterbodies) shall be properly delineated on the Official Zoning Map for
the shorelands of this community. These land use districts are in
conformance with the criteria specified in Minnesota Regulations) Part
6120.3200, Subp. 3. Where a conflict exists between a zoning
classification in existence prior to the adoption of this Section and the land
use described below. the land use designated on the City's Zoning Map
shall govern, so long as it is consistent with the City's Comprehensive
Plan:
a. land Use Districts For lakes
Recreational Natural
Development Environment
Lakes Lakes
(1) Special Protection District - Uses
- Forest management P P
- Sensitive resource management P P
- Agricultural; cropland and pasture P P
- Agricultural feedlots C C
- Parks and historic sites C C
- Extractive use C C
- Single residential . . ..e c
- Mining of metallic minerals and peat P P
(2) Residential District - Uses
- Single residential P P
- Semipublic C C
- Park & historic sites C C
- Extractive use C C
- Duplex, triplex, quad residential C C
- Forest management P P
- Mining of metallic minerals and peat P P
(3) High Density Residential District - Uses
- Residential planned unit developments C C
- Single residential P P
- Surface water oriented commercial * C C
- Semipublic C C
- Parks & historic sites C C
- Duplex, triplex, quad residential P C
- Forest management P P
(4) Water Oriented Commercial District - Uses
- Surface water-oriented commercial P C
- Commercial planned unit development ** C C
- Public, semipublic C C
- Parks & historic sites C C
- Forest management P P
* As accessory to a residential planned unit development.
** Limited expansion of a commercial planned unit development involving up to six (6)
additional dwelling units or sites may be allowed as a permitted use provided the
provisions of Subdivision 8 of this Section are satisfied.
.(5) General Use District · Uses
- Commercial P C
- Commercial planned unit development ** C C
- Industrial C C ***
- Public, semipublic P C
- Extractive use C C
- Parks & historic sites C C
- Forest management P P
- Mining of metallic minerals and peat P P
*** Industrial uses are allowed by conditional use permit on Natural Environment Lakes if properly
zoned and if the conditions in 11.54, Subdivision 9 of this Section are satisfied. (Ord. 537, February
18, 1999)
b. land Use Districts for Rivers and Streams
Transition Ag ri cu Itural Tributary
(1) Special Protection District -Uses
- Forest management P P P
- Sensitive resource management P P P
- Agricultural: cropland and park P P P
- Agricultural feedlots C C C
- Parks and historic sites C C C
- Extractive use c. - c c
- Single residential C C C
- mining/metallic minerals and peat P P P
(2) Residential District - Uses
- Single residential P P P
- Semipublic C C p
- Parks and historic sites C C p
- Extractive use C C C
- Duplex, triplex, quad residential C P C
- Forest management P P P
- Mining/metallic minerals and peat P P P
(3) High Density Residential.. Uses
- Residential planned unit dev. C C C
- Single residential P P P
.. Surface water oriented commercial * C C C
- Semipublic C C C
- Parks and historic.sites C c- C
- Duplex, triplex, quad residential C C C
- Forest management P P P
(4) Water-oriented Commercial - Uses
.. Surface water-oriented commercial C C C
- Commercial planned unit dev.* C C C
- Public, semipublic P P P
- Parks and historic sites C C C
- Forest management P P P
(5) General Use District.. Uses
- Commercial C P C
.. Commercial planned unit day. ** C C C
.. Industrial N C C
.. Public, semipublic C P C
.. Extractive use C C C
- Parks and historic sites C C C
- Forest management P P P
- -
- Mining/metallic minerals and peat P P P
* As accessory to a residential planned unit development.
** Limited expansion of a commercial planned unit development involving up to six (6)
additional dwelling units or sites may be allowed as a permitted use provided the
provisions of Subdivision 8 of this Section are satisfied.
3. Use and Upgrading of Inconsistent land Use District.
a. The land use districts adopted in Shakopee City Code Chapter 11,
Sections 11.22 - 11.46) as they apply to shoreland areas) and their
delineated boundaries on the Official Zoning Map) are not
consistent with the land use district designation criteria specified in
Subdivision 482 herein. These inconsistent land use district
designations may continue until revisions are proposed to change
either the land use district designation within an existing land use
district boundary shown on the Official Zoning Map or to modify the
boundary of an existing Jand use district shown on the Official
Zoning Map.
b. When a revision is proposed to an inconsistent land use district
provision I the following additional criteria and procedures shall
apply:
(1) For lakes. When a revision to a land use district
designation on a lake is considered) the land use district
boundaries and use provisions therein for all the
shoreland areas within the jurisdiction- of this Section on
said lake must be revised to make them substantially
compatible with the framework in Subdivision 481 and
482 of this Section.
(2) For Rivers and Streams. When a revision to a land use
district designation on a river or stream is proposed, the
land use district boundaries and .the use provisions
therein for all shoreland on both sides of the river or
stream within the same classification within the jurisdiction
of this Section must be revised to make them substantially
compatible. with the framework in Subdivision 481 and
482 of this Section. . If the same' river' classification is
contiguous for more than a five (5) mile segment, only the
shoreland for a distance of two and one-half (2-1/2) miles
upstream and downstream) or to the class boundary if
closer, need be evaluated and revised.
c. When an interpretation question arises about whether a specific
land use fits within a given "use" category) the interpretation shall
be made by the Board of Adjustment and Appeals. When a
question arises as to whether a land use district's boundaries are
properly delineated on the Official Zoning Map) this decision shall
be made by the Shakopee City Council.
d. When a revision is proposed to an inconsistent land use district
provision by an individual party or landowner, this individual party
or landowner will only be responsible to provide the supporting
and/or substantiating infonnation for the specific parcel in
question. The Shakopee City Council will direct the Zoning
Administrator to provide such additional information for this
waterbody as is necessary to satisfy Items 8. and b.
e. The Shakopee City Council must make detailed findings of fact
when taking final action that the revision, and the upgrading of any
inconsistent land use district designations on said waterbody, are
consistent with the enumerated criteria and use provisions of
Subdivision 48.
Subd. 5. Zonina and Water Supplv/Sanitarv Provisions.
A. Lot Area and Width Standards. The lot area (in square feet) and lot width
standards (in feet) for single, duplex, triplex; and quad residential lots created after
the date of enactment of this Section for the lake and river/stream classifications
~ ~ are the following: . - .... - - -- ~- --.. .. ..",... .... -..,. -- ......
_ -..._ ':. _~ _ .-~....... .... .'I''''~'''_'.'':, _ "'--:.-. ~ ______~.. ~_.t............. :-.......'!- ":- -
1. Unsewered Lakes
a. Natural Environment:
Riparian Lots Nonriparian Lots
Area Width . Area Width
Single 89,000 200 80,000 200
Duplex 120,000 300 160,000 400
Triplex 160,000 400 240,000 600
Quad 200,000 500 320,000 800
b. Recreational Development:
Riparian Lots Nonriparian Lots
Area Width Area Width
Single 40,000 150 40,000 150
Duplex 80,000 225 80,000 265
Triplex 120,000 300 120,000 375
Quad. 160,000 375 160,000 490
2. Sewered lakes:
a. Natural Environment:
Riparian Lots Nonriparian Lots
Area Width Area Width
Single 40,000 125 20,000 125
Duplex 70,000 225 35,000 220
Triplex 100,000 325 52,000 315
Quad 130,000 425 65,000 410
b, Recreational Development:
Riparian Lots Nonriparian Lots
Area Width Area Width
Single 20,000 75 15,000 75
Duplex 35,000 135 261000 135
Triplex 50,000 195 38,000 190
Quad 651000 255 49,000 245
3. River/Stream Lot Width Standards. There is no minimum lot size
requirement for rivers and streams. The lot width standards for single,
duplex, triplex and quad residential developments for the six (6)
river/stream classifications are:
Transition Agricultural Urban & Tributary
No Sewer Sewer
Single 250 150 100 75
Duplex 375 225 150 115
Triplex 500 300 200 150
Quad !325 ___~?5_ _: 250 190
. .. ..... .....- ~ - - -
4. Additional Special Provisions.
a. Residential subdivisions with dwelling unit densitites exceeding
those in _ the tables in Subdivision 5A2 and 5A3 can only be
allowed if designed and approved as residential Planned Unit
Developments under Subdivision 8 of this Section. Only land
above the ordinary high water level of public waters can be used
to meet lot area standards, and lot width standards must be met at
both the ordinary high water level and at the building line. The
sewer lot area dimensions in Subdivision 5A2 can only be used if
publicly owned sewer system service is available to the property.
b. Subdivisions of duplexes, triplexes, and quads. on Natural
Environment Lakes must also meet the following standards:
(1) each building must be set back at least 200 feet from the
ordinary high water level;
(2) each building must have common sewage treatment and
water systems in one (1) location and seNe all dwelling
units in the building;
(3) watercraft docking facilities for each lot must be
centralized in one (1) location and serve all dwelling units
in the building; and
(4) no more than 25% of a lake's shoreline can be in duplex,
triplex1 or quad developments.
c. Lots intended as controlled accesses to public waters or as
recreation areas for use by owners of nonriparian lots within
subdivisions are permissible and must meet or exceed the
folloWing standards:
(1). they must meet the width and size requirements for
residential lots, and be suitable for the intended uses of
controlled access lots.
(2) If docking, mooring, or over-water storage of more than
six (6) watercraft is to be allowed at a controlled access
lot, then the width of the lot (kee_ping the same lot depth)
&.. ....
must be increased by the percent of the requirements for
riparian residential lots for each watercraft beyond six (6),
consistent with the following table:
Controlled Access Lot Frontage Requirements
Ratio of lake size Required increase
to shore length in frontage
(acres/mile) (percent)
Less than 1 00 25
100-200 20
201-300 15
301-400 10
.Greater than 400 5
(3) contrall_ed. ~CC~~S lots.. ~l!~t.. ~e jo.iqtly owned by all
purchasers of 16ts in the subdivision or by all purchasers
of nonriparian lots .in th~ subdivision. who are provided
riparian access .rights on the access lot; and
(4) coven~nts or other equally effective legal instruments
must be developed that specify Which lot owners have
authority to use the access lot and what activities are
allowed. The activities may include watercraft launching,
loading, storage, beaching, mooring, or docking. They
must also include other outdoor recreational activities that
do not significantly conflict with general public use of the
public water or the enjoyment of normal property rights by
. adjacent property owners. Examples of the nonsignificant
conflict activities include swimming, sunbathing, or
picnicking. The covenants must limit the total number of
vehicles allowed to be parked and the total number of
watercraft allowed to be continuously moored, docked, or
stored over water, and must require centralization of all
common -facilities and activities in the most suitable
locations on the lot to minimize topographic and
vegetation alterations. They must also require all parking
areas, storage buildings, and other facilities to be
screened by
911.54
vegetation or topography as mu~h as practical from view
from the public water J assuming summer, leaf-on
conditions.
d. The use of motorized watercraft (including but not limited to boats
powered by inboard and outboard motors and jet skis) is
prohibited on natural environment lakes.
B. Placement, Design, and Height of Structures.
1. Placement of Structures on Lots. When more than one (1) setback
applies to a site, structures and facilities must be located to meet all
setbacks. Where structures exist on the adjoining lots on both sides of a
proposed building site, structure setbacks may be altered without a
variance ~o conform to the adjoining. s_etbacks from th~ Qrdinary high water
level, provided the proposed building site is not located in a shore impact
zone or in a bluff impact zone.. Structures shall be located as follows:
a. Structure and On-site Sewage System Setbacks (in feet) from
Ordinary High Water Level*.
Setbacks *
Classes of
Public Structures Sewage Treatment
Waters Unsewered Sewered System
lakes
Natural Environment 150 150 150
Recreational Development 100 75 75
Rivers
Transition 150 150 100
Agriculture and Tributary 100 50 75
* One (1) water~oriented accessory structure designed in accordance with Subdivision 5C2
of this Section may be set back a minimum distance of ten (10) feet from the ordinary high
water level.
b. Additional Structure Setbacks. The following additional
structure setbacks apply, regardless of the classification of the
waterbody:
Setback From: Setback (in feet)
(1) top of bluff; 30
(2) unplatted cemetery; 50
(3) right-of-way line of federal, 50
state or county highway; and
(4) right-of-way line of town road, 20
public street, or other roads
or streets not classified.
c. Bluff Impact Zones. Structures and accessory facilities, except
stairways and landings) must not be placed within bluff impact
zones.
d, Uses Without Water-oriented Needs. Uses without water-
oriented needs must be located on lots or parcels without public
water frontage, or, if located on lots or parcels with public waters
frontage, must either be set back double the normal ordinary high
water level setback or be substantially screened from view from
the water by vegetation or topography. assuming summer, leaf-on
conditions.
2~ Design Criteria for Structur~s. -_ _._
- . .~.. .. ~ .-
. ... - ~ .--
a. High Water Elevations. Structures must be placed in
accordanqe with any floodplain regulations applicable to the site.
Where these controls do not exist, the elevation to which the
lowest floor) including basem.ent, is placed or flood-proofed must
be determined as follows:
(1 ) for lakes, by placing the lowest floor at a level at least
three (3) feet above the highest known water level, or
three (3) feet above the ordinary high water level,
whichever is ~igher; (Ord. 537) February 18, 1999)
(2) for rivers and streams, by placing the lowest floor at least
three (3) feet above the- flood of record, if data are
available. If data are not available} by placing the lowest
floor at least three (3) feet above the ordinary high water
level, or by conducting a technical evaluation to determine
effects of proposed construction upon flood stages and
flood flows and to establish a flood protection elevation.
Under all three (3) approaches, technical evaluations
must be .done by a qualified engineer or hydrologist
consistent with parts 6120.5000 to 6120.6200 governing
the management of flood plain areas. If more than one
(1) approach is used, the highest flood protection
elevatoin determined must be used for placing structures
and other facilities; and
(3) water-oriented accessory structures may have the lowest
floor placed lower than the elevation determined in this
item if the structure is constructed of flood-resistant
materials to the elevation) electrical and mechanical
equipment is placed above the elevation and, if long
duration flooding is anticipated, the structure is built to
withstand ice action and wind-driven waves and debris.
b. Water-oriented Accessory Structures. Each lof may have ohe
(1) water-oriented accessory structure not meeting the normal
structure setback in Subdivision 581 of this Section if this water-
oriented accessory structure complies with the following
provisions:
(1) the structure or facility must not exceed ten (10) feet in
height, exclusive of safety railsr and cannot occupy an
area greater than 250 square feet. Detached decks must
not exceed eight (8) feet above grade at any point;-
(2) the setback of the structure or facility from the ordinary
high water level must be at least ten (10) feet;
(3) the structure or facility must ,be treated to reduce visibility
as viewed from public waters and adjacent shorelands by
vegetation, topographYJ increased setbacks or COIOf,
assuming summer, leaf-on conditions;
(4) the roof may_be us~_d ,as a deck with ~afety rails, but must
not be enclosed or used as a storage area;
. ~. - ~ .... " . r.
(5) the -structure or facility must not be designed Of used for
human habitation and must not contain water supply or
sewage treatment facilities; and
(6) as an alternative for general development and
recreational development waterbodies, water-oriented
accessory structures used solely for watercraft storage,
and including storage of rel~ted boating and water-
oriented sporting equipment, may occupy an area up to
400 square feet provided the - maximum width of the
structure is twenty (20) feet as measured parallel to the
configuration of the shoreline~
c. Stairways, Lifts, and Landings. Stairways and lifts are the
preferred alternative to major topographic alterations for achieving
access up and down bluffs and steep slopes to shore. areas.
Stairways and lifts must meet the following design requirements:
(1 ) stairways and lifts must not exceed four (4) feet in width
on residential lots. Wider stairways may be used for
commercial properties, public open-space recreational
properties, and Planned Unit Developments;.
(2) landings for stairways and lifts on residential lots must not
exceed thirty-two (32) square feet in area. Landings
larger than thirty-two (32) square feet may be used for
commercial propertiesJ public open-space recreational
properties, and Planned Unit Developments;
(3) canopies or roofs are not allowed on stairways) IiftsJ or
landings;
(4) stairways, lifts, and landings may be either constructed
above the ground on posts or pilings, or plaGed into the
ground, provided they are designed and built in a manner
that ensures control of soil erosion;
; - -
(5) stairways, lifts, and landings must be located in the most
visually inconspicuous portions of lots, as viewed from the
surface of the public water assuming summer, leaf-on
conditions, whenever practical; and
(6) facilities such as ramps) lifts, or mobility paths for
physically handicapped persons are also allowed for
achieving access to shore areas,. provided that the
dimensional and performance standards of sub-items (1)
to (5) are complied with in addition to the requirements of
Minnesota Regulations, Chapter 1340.
d. Significant Historic Sites. No structure may be placed on a
significant historic site in a manner that affects the values of the
site unless adequate information about the site has been removed
and documented in a public repository.
.. .... ..... .~....~
.- .
e. Steep Slopes. The Building Official and/or the City Engineer
must evaluate possible soil erosion impacts and development
visibility from public waters before issuing a permit for construction
of sewage treatment systems, roads, driveways, structures) or ,
other improvements on steep slopes. When determined
necessary, conditions must be attached to issued permits to
prevent erosion and to preserve existing vegetation screening of
structures) vehicles) and other facilities as viewed from the surface
of public waters, assuming summer, leaf-on vegetation.
3. Height of Structures. All structures in residential districts, except
churches and nonresidential agricultural structures, must not exceed thirty-
five (35) feet in height.
c. Shoreland Alterations. Alterations of vegetation and topography will be regulated
to prevent erosion into public waters) fix nutrients, preserve shoreland aesthetics,
preseIV8 historic values, prevent bank slumping, and protect fish and wildlife
habitat.
1. Vegetation Alterations.
a. . Vegetation alteration necessary for the construction of structures
and sewage treatment systems and the construction of roads and
parking areas regulated by Subdivision 50 of this Section are
exempt from the vegetation alteration standards that follow.
b. Removal or alteration of vegetation) except for agricultural and
forest management uses as regulated" in Subdivision 5F is allowed
subject to the following standards:
(1) Intensive vegetation clearing within the shore and bluff
impact zones and on steep slopes is not allowed.
Intensive vegetation clearing for forest land conversion to
another use outside of these areas is allowable as a
conditional use if an erosion control and sedimentation
plan is developed and approved by the soil and water
conservation district in which the property is located.
(2) In shore and bluff impact zones and on steep slopes,
limited clearing of trees and shrubs and cutting, pruningt
and trimming of trees is allowed to provide a view to the
water from the principal dwelling site and to accommodate
the placement of stairways and landings, picnic areas,
access paths, livestock watering areas, beach and
watercraft access areast and permitted water-oriented
accessory structures of facilities. provided that:
(a) the screening of structures, vehicles, or other
facilities as viewed from the water; assuming
summer, leaf-on conditions, is not substantially
reduced;
(b) along rivers, existing shading of water surfaces is
preserved; and
(e) the above provisions are not applicable to the
removal of trees, limbs, or branches that are
dead~ diseased, or pose safety hazards.
2. Topographic Alterations/Grading and.Filling.. . - .
a. Grading and filling and excavations necessary for the construction
of structures, sewage treatment ~ystems, and driveways under
validly issued construction permits for these facilities do not
require the issuance of a separate grading and filling permit.
However. the grading and filling standards in this Section must be
incorporated into the issuance of permits for construction of
structures, sewage treatment systems, and driveways.
b. Public roads and parking areas are regulated by Subdivision 50 of .
this Section.
c. Notwithstanding Items 8. and b. above, a grading and filling permit
will be required for:
(1) the movement of more than ten (10) cubic yards of.
material on steep slopes or within shore or bluff impact
zones; and
(2) the movement of more than fifty (50) cubic yards of
material outside of steep slopes and shore and bluff
impact zones.
d. The following considerations and conditions must be adhered to
during the issuance of construction permits, grading and filling
permits, conditional use permits, variances and supdivision
approvals:
(1) Grading or filling in . any type 2, 3, 4, 5, 6, 7, or 8 wetland
must be evaluated to determine how extensively the
proposed activity would affect the following functional
qualities of the wetland*:
(a) sediment and pollutant trapping and retention;
(b) storage of surface runoff to prevent or reduce
flood damage;
(c) fish and wildlife habitat;
(d) recreational use;
(e) shoreline or bank stabilization; and
(f) noteworthiness, including special qualities such
as historic significance, critical habitat for
endangered plants and animals, or others.
* This evaluation must also include a
determination of whether the wetland alteration
being proposed required permits, reviews, or
approvals by other local, state, or federal
agencies such as a watershed district, the
Minnesota Department of Natural Resources, or
the United States Army Corps of Engineers. The
applicant will be so advised.
".
(2) Alterations must be designed and conducted in a manner
that ensures 'only.'the srnallest amouflt of bare ground is
exposed for the shortest time possible;
. .-. . ~.
..~ . ~ . ....~. .~ - .- -. '. ....
(3) Mulches Of similar materials must be used, where
necessary, for temporary bare soil coverage, and a
permanent vegetation cover must be established as soon
as possible.
(4) Methods to minimize soil erosion and to trap sediments
before they reach any surface water feature must be
used;
(5) Altered areas must be stabilized to acceptable erosion
control standards consistent with the field office technical
guides of the local soil and water conservation districts
and the United States Soil Conservation Service;
(6) Fill or excavated material must not be placed in a manner
that creates an unstable slope;
(7) Plans to place fill or excavated material on steep slopes
must be reviewed by qualified professionals for continued
slope stability and must not create finished slopes of 300/0
or greater;
(8) Fill or excavated material must not be placed in bluff
impact zones;
(9) Any alterations below the ordinary high water level of
public waters must fi rst be authorized by the
commissioner under Minnesota Statutes, Section
103G.OO5;
(10) Alterations of topography must only be allowed if they are
accessory to permitted or conditional uses and do not
adversely affect adjacent or nearby properties; and
(11) Placement of natural rock riprap, including associated
grading of the shoreline and placement of a filter blanket,
is permitted if the finished slope does not exceed three (3)
feet horizontal to one (1) foot vertical, the landward extent
. of the riprap is within ten (10) feet of the ordinary high
water level, and the height of the riprap a~ove the
ordinary high water level does not exceed three (3) feet.
e. Connections to public waters. Excavations where the intended
purpose is connection to the public water) such as boat slips,
canals) lagoons, and harbors) must be controlled by local
shoreland controls. Permission for excavations may be given only
after the commissioner has approved the proposed connection to
public waters.
D. Placement and Design of Roads, Driveways, and Parking Areas.
1. Public and private roads and parking areas must be designed to take
advantage of natural vegetation and topography to achieve maximum
screening from view from public~waters. .~r)ocumentatiol'J must be provided
by c;I qualified individual that all roads and parking areas are designed and
constructed to minimize ~nd control. erosion - to public waters consistent
with the field office technical guides of the local soil and water conservation
district, or other applicable technical materials.
2. Roads, driveways) and parking areas must meet structure setbacks and
must not be placed within bluff and shore impact zones, when other
reasonably and feasible placement alternatives exist. If no alternatives
exist, they may be placed within these areas, and must be designed to
minimize adverse impacts.
3. Public and private watercraft access ramps, approach roads, and access-
related parking areas may be placed within shore impact zones provided
the vegetative screening and erosion control coriditions of this subpart are
met. For private fa_cHities) the grading and filling provisions of Subdivision
5C2 of this Section must be met.
E. Stormwater Management.
The following general and specific standards shall apply:
1. General Standards:
a. When possible, existing natural drainageways, wetlands, and
vegetated soil surfaces must b~ used to convey, store, filter, an.d
retain stormwater runoff before discharge to public waters.
b. Development must be planned and conducted in a manner that
will minimize -the extent of disturbed area_s, runoff velocities,
erosion potential, and reduce and delay runoff volumes.
Disturbed areas must be stabilized and protected as soon as
possible and facilities or methods used to retain sediment on the
site.
c. When development density, topographic features, and soil and
vegetation conditions are not sufficient to adequately handle
stormwater runoff using natural features and vegetation, various
types of constructed facilities such as diversions, settling basins,
skimming devices, dikes, waterways, and ponds may be used.
. .
Preference must be given to designs using surface drainage,
vegetation, and infiltration rather than buried pipes and man-made
materials and facilities.
2. Specific Standards:
a. Impervious surface coverage of lots must not exceed 250/0 of the
lot area.
b. When constructed facilities are used for stormwater management,
documentation must be provided by a qualified individual that they
are designed and installed consistent with the field office technical
guide of the local soil and water conservation districts.
c. New constructed stormwater outfalls to public waters must provide
for filtering or settling or suspended solids and skimming of
surface debris before. discbarge:.. _--...~.....~ - ....-
.. . '" .... ... -........ ..--
---. - -~~.. . . ......... .
F. Standards for Commercial, Industrial, Public, and Semipublic Uses.
1. Surface water-oriented commercial uses and industrial, public, or
semipublic uses with similar needs to have access to and use of public
waters may be located on parcels or lots with frontage on public waters.
Those uses with water-oriented needs must meet the following standards:
a. in addition to meeting impervious coverage limits, setbacks, and
other zoning standerds in this Section, the uses must be designed
to incorporate topographic and vegetative screening of parking
areas and structures;
b. uses that require short-term watercraft mooring for patrons must
centralize these facilities and design them to avoid obstructions of
navigation and to be the minimum size necessary to meet the
need; and
c. uses that depend on patrons arriving by watercraft may use signs
and lighting to convey needed information to the public, subject to
th~ following generai standards:
(1 ) no advertising signs or supporting facilities for signs may
be placed in or upon public waters. Signs conveying
information or safety messages may be placed in or on
public waters by a public authority or under a permit
issued by the county sheriff;
(2) signs may be placed, when necessary, within the shore
impact zone if they are designed and sized "to be the
minimum necessary to convey needed information. They
must only convey the location and name of the
establishment and the general types of goods or services
available. The signs must not contain other detailed
information such as product brands and prices, must not
be located higher than ten (10) feet above the groundr
and must not exceed thirty-two (32) square feet in size. If
illuminated by artificial lights, the lights must be shielded
(
or directed to prevent illumination out across public
waters; ~nd
(3) other outside lighting may be located within the shore
impact zone or over public waters if it is used primarily to
illuminate potential safety hazards and is shielded or
otherwise directed to prevent direct illumination out across
public waters. This does not preclude use of navigational
lights.
1. Uses without water-oriented needs must be located on lots or parcels
without- public waters frontage, or, if located on lots or parcels with public
waters frontage, must either be set back double the normal ordinary high
water lev~l-setback or be substantially screened from view from the water
by vegetation or topography assuming summer, leaf-on conditions. (Ord.
537, February 18, 1999)
~ *-,. .. _ ~":""...... _It.. ~ ~ ~ -. . ... .
. -- "~ -----
3. Agriculture Use Standards.
.. ' - .
.. ..-
a. General cultivation farming, grazing I nurseries, horticulture, truck
farming, sod farming, and wild crop harvesting are permitted uses
if steep slopes and shore and bluff impact zones are maintained in
_permanent vegetation or operated under an approved
conservation plan (Resource Management Systems) consistent
with the field office technical guides of the local soil and water
conservation districts or the United States Soil Conservation
Service, as provided by a qualified individual or agency. The
shore impact zone for parcels with permitted agricultural land uses
is equal to a line parallel to and fifty (50) feet from the ordinary
high water level.
b. Animal feedlots must meet the following standards:
(1) new feedlots must not be located in the shoreland of
watercourses or in bluff impact zones and must meet a
minimum setback of 300 feet from the ordinary high water
level of all public waters basins; and
,"
(2) modifications or expansions to existing feedlots that are
located within 300 feet of the ordinary high water level or
within a bluff impact zone are allowed if they do not further
encroach into the existing ordinary high water level
setback or encroach on bluff impact zones.
4. Extractive and Mining Uses. Extractive and mining uses shall not be
allowed in the shorelal1d district. (Ord. 537, February 18, 1999)
G. Conditional Uses. Conditional uses allowable within shoreland areas shall be
subject tq the review and approval procedures, and criteria and cqnditions for
review of conditional uses established community-wide. The following additional
evaluation criteria and conditions apply within shoreland areas:
1. Evaluation criteriaw A thorough evaluation of the waterbody and the
topographic, vegetation, and soils conditions on the site must be made to
ensure:
a. the prevention of soil erosion or other possible pollution of public
waters, both during and after construction;
b. the visibility of structures and other facilities as viewed from public
waters is limited;
c. the site is adequate for water supply and on-site and sewage
treatment; and
d. the types, uses) and numbers of watercraft that the project will
generate are compatible in relation to the suitability of public
waters to safely accommodate these watercraft.
2. Conditions attached to conditional use permits. The Board of
Adjustment and Appeals, upon consideration of the criteria listed above
and the purp-oses of this Section, shall attach such conditions to the
issuance of the conditional use permits as it-deems necessary to fulfill the
purposes of this Section. Such conditions may include, but are not limited
to, the following:
a. increased setbacks from the ordinary high water level;
b. limitations on the natural vegetation to be removed or the
requirement that additional vegetation be planted; and
a. special provisions for the location, design, and use of structures,
sewage treatment systems, watercraft launching and docking
areas, and vehicle parking areas.
H. Water Supply and Sewage Treatment.
1. Water Supply. Any public or private supply of water for domestic
purposes must meet or exceed standards for water quality of the
Minnesota Department of Health and the Minnesota Pollution Control
Agency.
2. Sewage Treatment. Any premises used for human occupancy must be
provided with an adequate method of sewage treatment, as follows:
a. Publicly-owned sewer systems must be used where availa.ble.
b. All private sewage treatment systems must meet or exceed the
Minnesota Pollution Control Agency's standards for individual
sewage treatment systems contained in the document titled,
IIlndividual Sewage Treatment Systems Standards, Chapter
7080", a copy of which is hereby adopted by reference and
declared to be a part of this Secti~n.
c. On-site sewage treatment systems must be set -back from the
ordinary high water level in - accordance with the setbacks
contained in Subdivision 581 of this Section.
d. All proposed sites for individual sewage treatment systems shall
be evaluated in accordance with the criteria in sub-items (1 )-(4). If
the determination of a site's suitability cannot be made with
publicly available} existing information I it shall then be the
responsibility of the applicant to provide sufficient soil borings and
percolation tests from on-site field investigations.
: . -
Evaluation criteria:
(1) depth to the highest known or calculated ground water
table or bedrock;
(2) soil conditions, properties, and permeability;
(3) slope;
(4) the existence of lowlands, local surface depressions, and
rock outcrops;
e. Nonconforming sewage treatment systems shall be regulated and
upgraded in accordance with Subdivision 6C of this Section.
Subd. 6. Nonconformities. All legally established nonconformities as of the date of this Section
may continue, but they will be managed according to applicable state statutes and other regulations
- of this community for the subjects of alterations and additions,"repairJ:r[ter-damage, qisQontinuance
of use, and intensification of use; except that the following standards will also apply in shoreland
areas:
A. Construction on Nonconforming Lots of Record.
1. Lots of record in the office of the county recorder on the date of enactment
of local shoreland controls that do not meet the requirements of
Subdivision 5A of this Section may be allowed as building sites without
variances from lot size requirements provided the use is permitted in the
zoning district the lot has been in separate ownership from abutting lands
at all times since it became substandard, was created compliant with
official controls in effect at the time, and sewage treatment and setback
requirements of this Section are met.
2. A variance from setback requirements must be obtained before any use,
sewage treatment system, or building permit is issued for a lot. In
evaluating the variance, the Board of Adjustment and Appeals shall
consider sewage treatment and water supply capabilities or constraints of
the lot and shall deny the variance if adequate facilities cannot be
provided.
3. If, in a group of two (2) or more contiguous lots under the same ownership,
any individual lot does not meet the requirements of Subdivision 5A of this
Section the lot must not be considered as a separate parcel of land for the
purposes of sale or development. The lot must be combined with the one
(1) or more contiguous lots so they equal one (1) or more parcels of land,
each meeting the requirements of Subdivision 5A of this Section as much
as possible.
B. Additions/Expansions to Nonconforming Structures.
1. All additions or expansions to the outside dimensions of an existing
nonconforming structure must meet the setback, height, and other
requirements of Subdivision 5 of this Section. Any deviation from these
requirements must be authorized by a variance pursuant to Subdivision
3C.
2. Deck additions may be allowed without a variance to a structure not
meeting the required setback from the ordinary high water level if all of the
following criteria and standards are met:
a. the structure existed on the date the structure setbacks were
established;
b. a thorough evaluation of the property and structure reveals no
reasonable location for a deck meeting or exceeding the existing
ordinary high water level setback of the structure;
c. the deck encroachment toward the ordinary high water level does
not exceed 150/0 of the existing setback of the structure from the
ordinary high water level or does not encroach closer than thirty
(30) feet, whichever is more restrictive; and
d. the deck is constructed primarily of wood, and is not roofed or
screened.
c. Nonconforming Sewage Treatment Systems.
1. A s~wage treatment sy.stem nqt'me~tirrg the' requirements of Subdivision
5H of this Section must be upgraded, at a minimum) at any time a permit
or variance of any type is required for any improvernent on) or use of, the
property. For the purposes of this provision, a sewage treatment system
shall not be considered nonconforming if the only deficiency is the sewage
treatment system's improper setback from the ordinary high water level.
2. The governing body of the City of Shakopee has by formal resolution
notified the commissioner of its program to identify nonconforming sewage
treatment systems. The City of Shakopee will require upgrading or
replacement of any nonconforming system identified by this.program within
a reasonable period of time which will not exceed two (2) years. Sewage
systems installed according to all applicable local shoreland management
standards adopted under Minnesota Statutes, Section 105~485, in effect at
the time of installation may be considered as conforming unless they are
determined to be failing) except that systems using cesspools, leaching
pits, seepage pits, or other deep disposal methods, or systems with less
soil treatment area separation above groundwater than required by the
Minnesota Pollution Control Agency's Chapter 7080 for design of on-site
sewage treatment systems) shall be considered nonconforming.
Subd. 7. Subdivision Provisions.
A. land Suitability. Each lot created through subdivision must be suitable in its
natural state for the proposed use with minimal alteration. Suitability analysis by
the local unit of government shall consider susceptibility to flooding, existence of
wetlands, soil and rock formations with severe limitations for development, severe
erosion potential, steep topography, inadequate water supply or sewage treatment
capabilities) nea'r-shore aquatic conditions unsuitable for water-based recreation,
important fish and wildlife habitat, presence of significant historic sites, or any other
feature of the natural land likely to be harmful to the health, safety, or welfare of
future residents of the proposed subdivision or of the community.
B. Consistency with Other Controls. Subdivisions must conform to all official
controls of this community. A subdivision will not be approved where a later
variance from one (1) or more standards in official controls would be needed to use
the lots for their intended purpose. In. areas not seNed by publicly owned sewer
and water systems, a subdivision will not be approved unless domestic water
supply is available and a sewage treatment system consistant with Subdivision 58
and 5H can be provided for every lot. Each lot shall meet the minimum lot size and
dimensional requirements of Subdivision 5A, including at least a minimum
contiguous lawn area, that is free of limiting factors sufficient for the construction of
two (2) standard soil treatment systems. Lots that would require use of holding
tanks must not be approved.
c. Information Requirements. Sufficient information must be submitted by the
applicant for the community to make a determination of land suitability. The
information shall include at least the following:
1. topographic contours at ten (10) foot intervals or less from United States
Geological Survey maps Of more accurate sources) showing limiting site
characteristics;
2. the surface water features required in Minnesota Statutes) Section 505.02)
Subdivision 1, to be shown on plats, obtained from United States
Geological Survey quadrangle topographic maps or more accurate
. . -
~our-ces; .. .. - .,,:.....__ _ !,r.. ~ ~. Z' . _.....~.._=..... .......:~ .... _
.. -- -
3. adequate soils information to determine 5uitabfliiy' for building and on-site
sewage treatment capabilities for every lot from the most current existing
sources or from field investigations such as soil borings, percolation tests,
or other methods;
4. information regarding adequacy of domestic water supply; extent of
anticipated vegetation and topographic alterations; near-shore aquatic
conditions, including depths, types of bottom sedimentsr and aquatic
vegetation; and proposed methods for controlling stormwater runoff and
erosion) both during and after construction activities;
5. location of 1 GO-year flood plain areas and floodway districts from existing
adopted maps or data; and
6. a line or contour representing the ordinary high water level, the "toe" and
the "topll of bluffs, and the minimum building setback distances from the
top of the bl uff and the lake or stream.
D. Dedications. When a land or easement dedication is a condition of subdivision
approval) the approval must provide easements over natural drainage or ponding
areas for management of stormwater and significant wetlands.
E. Platting. All subdivisions that create five (5) or more lots or parcels that are two
and one-half (2-1/2) acres or I~ss in size shall be processed as a plat in
accordance with Minnesota Statutes) Chapter 505~ No permit for construction of
buildings or sewage treatment systems shall be issued for lots created after these
official controls were enacted unless the lot was approved as part of a forma1
subdivision.
F. Controlled Access or Recreational Lots. Lots intended as controlled accesses
to public waters or for recreational use areas for use by nonriparian lots within a
subdivision must meet or exceed the sizing criteria in Subdivision 5N of this
Section.
Subd. 8. Planned Unit Developments (PUD's)
A. Types of PUD's Permissible. Planned Unit Developments (PUD's) are allowed
for new projects on undeveloped land, redevelopment of previously built sites, or
conversions of existing buildings and land. The land use districts in which they are
an allowable use are identified in the land use district descriptions in Subdivision
48 of this Section and the official zoning map.
B. Processing of PUD's. Planned Unit Developments must be processed consistent
with the City's Zoning Ordinance, except that an expansion to an existing
commercial PUD involving six (6) or less new dwelling units or sites-since the date
this Section was adopted is permissible as a permitted use provided the total
project density does not exceed the allowable densities calculated in the project
density evaluation procedures in Subdivision BE. Approval cannot occur until the
environmental review process (EAW/EIS) is complete, where those processes are
required by State law and regulation.
c. Application for a PUD. The applicant for a PUD must submit the following
documents prior to final action being taken on the application request:
... ~..~- ~ ._ -::i:...,..~. ~i--- 1- ..... _ . ._
.... ~- .. .- ..-
1. A site plan and/or plat for the project showing locations of property
.... t ... boundaries,surface water features;. existing and: proposed structures and
other facilities, land alterations, sewage treatment and water supply
systems (where public systems will not be provided), and topographic
contours at ten (10) foot intervals or less! When a PUD is a combined
commercial and residential development, the site plan and/or plat must
indicate and distinguish which buildings and portions of the project are
residential, commercia.l) or a combination of the two.
2. A property owners association agreement (for residential PUD's) wit~
mandatory membership, and all in accordance with the requirements of
Subdivision 8F of this Section.
3. Deed restrictions, covenants, permanent easements or other instruments
that: 1) properly address future vegetative and topographic alterations,
construction of additional buildings, beaching of watercraft, and
construction of commercial buildings in residential PUD1s; and 2) ensure
the long-term preservation and maintenance of open space in accordance
with the criteria and analysis specified in Subdivision 8F of this Section.
4. When necessary, a master plan/drawing describing the project and the
floor plan for all commercial structures to be occupied.
5. Those additional documents as requested by the Zoning Official that are
necessary to explain how the PUD will be designed and will function.
D. Site "Suitable Area" Evaluation. Proposed new or expansions to existing
Planned Unit Developments must be evaluated using the following procedures and
standards to determine the suitable area for the dwelling unit/dwelling site density
evaluation in Subdivision BE.
1. The project parcel must be divided into tiers by locating one (1) or more
lines approximately parallel to a line that identifies the ordinary high water
level at the following intervals, proceeding landward:
Shore land Tier Dimensions
Unsewered Sewered
Recreational development lakes 267 feet 267 feet
. .
Natural environment lakes 400 feet 320 feet
All river classes 300 feet 300 feet
2~ The suitable area within each tier is next calculated by excluding from the
tier area all wetlands, bluffs, or land below the ordinary high water level of
public waters. This suitable area and the proposed project are then
subjected to either the residential or commercial planned unit development
"density evaluation steps to arrive at an allowable number of dwelling units
or sites.
E. Residential and Commercial PUD Density Evaluation. The procedures for
determining the Ilbasen density of a PUD and density increase multipliers are as
follows. Allowable densities may be transferred from any tier to any other tier
further from the waterbody, but must not be transferred to any other tier closer.
1. Residential PUD IIBasell Density Evaluation:
.. ....{'-. ~- ~'..... ~ .. ~ 'P" t,. ;;,.
a. The suitable area within each tier is divided by the single
residential lot size standard- fot -Iakes"..-of, '-for.. rivers,._ the single
residential lot width standard times the tier depth, unless the local
unit of government has specified an alternative minimum lot size
for rivers which shall then be used to yield a base density of
dwelling units or sites for each tier. Proposed locations and
numbers of dwelling units or sites for the residential Planned Unit
Developments are then compared with the tier, density, and
suitability analyses herein and the design criteria in Subdivision
8F.
2. Commercial PUD IIBase" Density Evaluation.
a. Determine the average inside living area size of dwelling units or
sites within each tier, including both existing and proposed units
and sites. Computation of inside living area sizes need not
include decks, patios, stoops, steps, garagesl or porches and
basements, unless they are habitable space.
b. Select the appropriate floor area ratio from the following table:
Commercial Planned Unit Development "
Floor Area Ratios *
Public Waters Classes
Recreational
*Average development
unit floor Agricultural lakes and Natural
area (sq. and tributary transition environment
ft.) river segments river segments lakes
200 .040 .020 .010
300 .048 .024 .012
400 .056 .028 .014
500 .065 .032 .016
600 .072 .038 .019
700 .082 .042 .021
800 .091 .046 .023
- -
900 .099 .050 .025
1,000 .108 .054 .027
1, 1 00 .116 . .058 .029
1,200 .125 .064 .032
1,300 .133 .068 .034
1,400 .142 .072 .036
1 ,500 .150 .075 .038
* For average unit floor areas less than shown, use the floor area ratios listed for 200
square feet. For areas greater than shown1 use the ratios listed for 1,500 square feet. For
recreational camping areas, use the ratios listed at 400 square feet. Manufactured home
sites in recreational camping areas shall use a ratio equal to the size of the manufactured
home1 or if unknown, the ratio listed for 1,000 square feet.
c. Multiply the suitable area within each tier by the floor area ratio to
yield total floor area for each tier allowed to be used for dwelling
units or sites. "~ .
~..- ....-I! . ..~..... d. Divide the total floor area by Her -computed.-in 'Item c. above by the
average inside living area size determined in Item a. above. This
yields a base number of dwelling units and sites for each tier.
e. Proposed locations and numbers of dwelling units or sites for the
com"mercial planned unit development are then compared with the
tier, density and suitability analyses herein and the design criteria
in Subdivision 8F.
3. Density Increase Multipliers.
a. Increases to the dwelling unit or dwelling site base densities
previously determined are allowable if the dimensional standards
in Subdivision 5 are met or exceeded and the design criteria in
Subdivision 8F are satisfied. The allowable density increases in
Item b. below will only be allowed if structure setbacks from the
ordinary high water level are increased to at least 50% greater
than the minimum setback, or the impact on the waterbody is
reduced an equivalent amount through vegetative management,
topography, or additional means acceptable to the local unit of
government and the setback is at least 250/0 greater than the
"minimum setback.
b. Allowable Dwelling Unit or Dwelling Site Density Increases for
Residential or Commercial Planned Unit Developments:
Density evaluation tiers Maximum density increase
within each tier (percent)
~
First 50
Second 100
Third 200
Fourth 200
Fifth 200
F. Maintenance and Design Criteria.
1. Maintenance and Administration Requirements.
a. Before final approval of a planned unit development, adequate
provisions must be developed for preservation and maintenance
in perpetuity of open spaces and for the continued existence and
functioning of the development.
b. Open space preservation. Deed restrictions, covenants,
permanent easements, public dedication and acceptance, or other
equally effective and permanent means must be provided to
ensure long-term preservation and maintenance of open space.
The instruments must include all of the following protections:
(1) commercial uses prohibited (for residential PUD's);
(2) vegetation and topographic alterations other than routine
maintenance prohibited;
(3) construction of additional buildings or storage of vehicles
and other materials prohibited: and:
(4) uncontrolled beaching of watercraft prohibited.
.~.t.~ _ ...._...:III..r.._~..._ ~..: ..~
t-&.... ...... "'''!:''~. . - . ..... ...
~~ ...... ~. _ ~ .t~ ........ --- . 'II~"",: .......... - .
c. Development organization and functioning. Unless an equally
effective alternative community framework is established, when
applicable, all residential Planned Unit Developments must use an
owners association with the following features:
(1) membership must be mandatory for each dwelling unit or
site purchaser and any successive purchasers;
(2) each member must pay a pro rata share of the
association's expenses, and unpaid assessments can
become liens on units or sites;
(3) assessments. must be adjustable to accommodate
changing conditions; and
(4) the association must be responsible for insl)rance, taxes,
and maintenance of all commonly owned property and
facilities.
2~ Open Space Requirements. Planned Unit Developments must contain
open space meeting all of the following criteria:
3.. at least 50% of the total project area must be preserved as open
space;
b. dwelling units or sites, road rights-of-way,.or land covered by road
surfaces, parking areas, or structures, except water-oriented
accessory structures or facilities, are developed areas and shall
not be included in the computation of minimum open space;
c. open space must include ~reas with physical characteristics
unsuitable for development in their natural state, and areas
containing significant historic sites or unplatted cemeteries;
d. open space may include outdoor recreational facilities for use by
owners of dwelling units or sites, by guests staying in commercial
dwelling units or sites, and by the general public;
e. open space may include subsurface sewage treatment systems if
the use of the space is restricted to avoid adverse impacts on the
systems;
f. open space must not include commercial facilities or uses, but
may contain water-oriented accessory structures or facilities;
g. the appearance of open space areas, including topography,
vegetation, and allowable uses, must be preserv~d by use of
restrictive deed covenants, permanent easements, public
dedication and acceptance, or other equally effective and"
permanent means; and
h. the shore impact zone, based on normal structure setbacks, must
be included as open space. For residential PUD's, at least 50% of
the shore impact zone area of existing developments or at least
700/0 of the shore impact zone area of new developments must be
preserved in its natural or existing state. For commercial PUDls,
at least 500/0 of the. shore impact zone . must .be preserved in its
natural state.
.....'-. .. .. _..... ~:...~ i Il. . .1''i'"_~ .
+ + ~ - -. . .
3. Erosion Control and Stormwater Management. Erosion control and
stormwater management plans must be developed and the PUD must:
a. be designed, and the construction managed, to minimize the
likelihood of serious erosion occurring either during or after
construction. This must be accomplished by limiting the amount
and length of time of bare ground exposure. Temporary ground
covers, sediment entrapment facilities, vegetated buffer strip~, or
other appropriate techniques must be used to minimize erosion
impacts on surface water features. Erosion control plans
approved by a soil and water conservation district may be required
if project size and site physical characteristics warrant; and
b. be designed and constructed to effectively manage reasonably
expected quantities and qualities of stormwater runoff. Impervious
surface coverage within any tier must not exceed 250/0 of the tier
area, except that for commercial PUO's 350/0 impervious surface
coverage may be allowed in the first tier of general development
lakes with an approved stormwater management plan and
consistency with Subdivision 5C.
4. Centralization and Design of Facilities. Centralization and de~ign of
facilities and structures must be done according to the following standards:
a. Planned Unit Developments must be connected to publicly owned
water supply and sewer systems, if available. On-site water
supply and sewage treatment systems must be centralized and
designed and installed to meet or exceed applicable standards or
rules of the Minnesota Department of Health and Subdivision 58
and 5H of this Section. On-site sewage treatment systems must
be located on the most suitable areas of the development, and
sufficient lawn area free of limiting factors must be provided for a
replacement soil treatment system for each sewage system;
b. Dwelling units or sites must qe clustered into one (1) or more
groups and located on suitable areas of the development. They
. must be designed and located to meet or exceed the following
. -
dimensional standards for the relevant shoreland classification:
setback from the ordinary high water level, elevation above the
surface water features, and maximum height. Setbacks from the
ordinary high water level must be increased in accordance with
Subdiyision 8E3 of this Section for developments with density
increases;
c. Shore recreation facilities including but not limited to swimming
areas, docks, and watercraft mooring areas and launching ramps,
must be centralized and located in areas suitable for them.
Evaluation of suitability must include consideration of land slope,
water depth, vegetation, soils, depth to groundwater and bedrock,
or other relevant factors. The number of spaces provided for
continuous beaching, mooring, or docking of watercraft must not
exceed one (1) for each allowable dwelling unit or site in the first
tier (notwithstanding existing mooring sites in an .existing
comm~rcially used harbor). Launcbing rarnp"facilities, including a
small dock for loading and unloading equipment may be provided
-. for use by occupants of dwelling units or sites--olocated in other
tiers;
d. Structures, parking areas, and other facilities must be treated to
reduce visibility as viewed from public waters and adjacent
shorelands by vegetation, topography, increased setbacks, 'color,
or other means acceptable to the local unit of government,
assuming summer, leaf-on conditions. Vegetative and
topographic screening must be preserved, if existing, or may be
required to be provided;
e. Accessory structures and facH iti es, except water oriented
accessory structures, must meet the required principal structure
setback and must be centralized; and
f. Water-oriented accessory structures and facilities may be allowed
if they meet or exceed design standards contained in Subdivision
58 of this Section and are centralized.
G. Conversions. Local governments may ~llow existing . resorts or other land uses
and facilities to be converted to residential Planned Unit Developments if all of the
following standards are met:
1. Proposed conversions must be initially evaluated using the same
procedures for residential Planned Unit Developments involvin.g all new
construction. Inconsistencies between existing features of the
dev~lopment and these standards must be identified.
2. Deficiencies involving water supply and sewage treatment, structure color,
impervious coverage, open space, and shore recreation facilities must be
corrected as part of the conversion oT as specified in the conditional use
permit.
3. Shore and bluff impact zone deficiencies must be evaluated and
reasonable improvements made as part of the conversion. These
improvements must include, where applicable, the following~
a. removal of extraneous buildings, docks or other facilities that no
longer need to be located in shore or bluff impact zones;
b. remedial measures to correct erosion sites and improve
vegetative cover and screening of buildings and ather facilities as
viewed from the water; and
c. if existing dwelling units are located in shore or bluff impact zones,
conditions are attached to approvals of conversions that preclude
exterior expansions in any dimension or substantial alterationsw
The conditions must also provide for future relocation of dwelling
units, where feasible, to other locations, meeting all setback and
elevation requirements when they are rebuilt or replaced.
4. Existing dwelling unit or dwelling site densities that exceed standards in
Subdivision BE may be allowed to continue but must not be allowed to be
increased, either at the time of conversion or in the future. Efforts must be
made during t.he .conyersion to Iiniit impacts '.of_ttigtl'~densities by requiring
seasonal use, improving vegetative screeningl centralizi ng shore
. . . recreation facilities, installing new sewage. treatment'systemss- or other
means.
Subd. 9. Industrial Uses on Natural Environment Lakes. (Ord. 5371 February 1-8, 1999)
A. Conditional Use Permit Reauired. Industrial uses are _allowed on Natural
Environment Lakes by Conditional Use Permit if such uses are allowed by the
Shakapee Zoning Ordinance in the underlying zoning district, and if the conditions
attached to the development of the site are met.
B. Impervious Surface Coveraqew Industrial uses on natural Environment Lakes shall
be allowed 50% maximum lot coverage with impervious surfaces. This can be
increased to 750t'o maximum lot coverage if the City has an adapted Stormwater
Management Plan which adequately addresses stormwater runoff and surface
water quality issues in the City, and a specific site plan is reviewed and approved
by the City for ,the Industrial use in question which follows the policies and
procedures in the Stormwater Management Plan and which utilizes accepted
engineering practices to divert. detain. and/or treat runoff before entering the
Natural Environment Lake.
c. Buildinq Heieht. The maximum allowable building height for Industrial uses on
Natural Environment Lakes is thirty-five (35) feet.
D. Substantial Screeninqw IISubstantially screened from view of water. as required in
Section 11.54. Subdiv~sion 5 D. of this Chapter when applied to Industrial uses on
Natural Environment Lakes which are considered uuses without water-oriented
needsll shall mean screening of at least 750/0 opacity in summer, leaf-on conditions,
by either vegetation or topography, as determined by the Zoning Administrator.
E. Trails in Shore Impact Zone. Trails may be allowed in the share impact zone as
part of a conditional use permit.
SHAill;}O)F1EJE
lJ:ltAh11JNIT1 FPJDE sn4CE lem SEC. 11.56. FLOODPLAIN OVERLAY ZONE (FP)
(Deleted, Ord. 567, March 16,2000)
(Added, Ord. 567, March 16,2000)
Subd. 1. Statutory Authorization, Findinas of Fact and Purpose.
A. Statutory Authorization. The legislature of the State of Minnesota has, in
Minnesota Statutes, Chapter 103F and 462 delegated the responsibility to local
government units to adopt regulations designed to minimize flood losses.
... . ......~......&4~ '.: ~,:"t.. _,'L f . .. -:: .;o.K-.,;=. ~ _~ .. Therefore, the City Council of the City of S.hakopee, Minnesota does ordain a~, '~__,". .'_: .It ~ ...-
- ~ ... - . .' follows: . . . --....-... - ...-. ...... - -... - -..~ "-
....... . -... - - -..-.. ~.. -
~ - & +r _ 'I...... ~4..... .l~I:"'-::1.~, ~. .. - . . _".4 .t- .~.
.: . - . B. Fifidiligs of Fact. -. .
1. The flood hazard areas of Shakopee, Minnesota .are subject to periodic
inundation which results in potential loss of life, loss of property, health and
safety hazards)' disruption of commerce and governmental services,
extraordinary public expenditures for flood protection and relief, and
impairment of the tax basel all of which adversely affect the public health,
safety, and general welfare.
2. Methods Used to Analyze Flood Hazards. This Section is based upon a
reasonable method of analyzing flood hazards which is consistent with the
standards established by the Minnesota Department of Natural Resources.
c. Statement of Purpose. It is the purpose of this Section to promote the public
health, safety, and general welfare and to minimize those losses described in
Subdivision 1.8.1. by provisions contained herein.
Subd. 2. General Provisions.
A. Lands to Which Section Applies. This Section shall apply to all lands within the
jurisdiction of the City of Shakopee shown on the Official Zoning Map and/or the
attachments thereto as being located within the boundaries of the Floodway or
Flood 'Fringe Districts. .
B. Establishment of Official Zoning Map. The Official Zoning Map together with all
materials attached thereto is hereby adopted by reference and declared to be a
part of this Section. The attached material shall include the Flood Insurance Study
for the City of Shakopee prepared by the Federal. Insurance Administration dated
September 29, 1978 therein, the Letter of Map revision, 'issued by the Federal
Emergency Management and dated October 23, 1997, and all of the attachments
thereto relating to revisions to the Flood Boundary and Floodway Map, Flood
Insurance Rate Map, and Floodway Data Table. The Official Zoning Map shall be
on file in the Office of the City Clerk and the Community Development Department.
(Amended, Ord. 568, May 25, 2000)
c. Regulatory Flood Protection Elevation. The Regulatory Flood Protection
Elevation shall be an elevation no lower than one (1) foot above the elevatio~ of
. .
the regional flood plus any increases in flood elevation caused by encroachments
on the flood plain that result from designation of a floodway.
D. Interpretation.
1. In their interpretation and application, the provisions of this Section shall be
held to be minimum requirements and shall be liberally construed in favor
of the Governing Body and shall not be deemed a limitation or repeal of
any other powers granted by State Statutes.
2. The boundaries of the zoning districts shall be determined by scaling
distances on the Official Zoning Map. Where interpretation is needed as to
the exact location of the boundaries of the district as shown on the Official
Zoning Map, as for example where there appears to be a conflict between
a mapped boundary and actual field conditions and there is a formal
appeal of the decision of the Zoning Administration, the Board of
...~ I....:... .. .....: . 0 . _.~ _.;. Adjustment shall.make the..ne~ess?"ry interpretatioD.". .AII cJ~cision_~ will be
" n .. &......... - . "
based on elevations on the regional (100 year) flood profile and other
available technical data. Persons contesting the location of the district "" ; "
boundaries shall be given a reasonable opportunity to present their case to
the Board and to submit technical evidence.
E. Abrogation and Greater Restrictions. It is not intended by this Section to repeal,
abrogate, or impair any existing easements, covenants, or deed restrictions.
However, where this Section imposes greater restrictions, the provisions of this
Section shall prevail. All other Sections inconsistent with this Section are hereby
repealed to the extent of inconsistency only.
F. Warning and Disclaimer of Liability. This Section does not imply that areas
outside the flood plain districts or land uses permitted within such districts will be
free from flooding or flood damages. This Section shall not create liability on the
part of the City of Shakopee or any officer or employee thereof for any flood
damages that result from reliance on this Section or any administrative decision
lawfully made hereunder.
G. Severability. If any Section clause, provision, or portion of this Section is
adjudged unconstitutional or invalid by a court of competent jurisdiction, the
remainder of this Section shall not be affected thereby.
H. Definitions. Unless specifically defined below I - words or phrases used. in this
Section shall be interpreted so as to give them the same meaning as they have in
common usage and so as to give this Section its most re?Jsonable application.
1. Accessory Use or Structures - a use or structure on t~e same lot with,
an<;J of.8 nature customarily incidental and subordinate to, the principal use
or structure.
2. Basement - means any area of a structure, including crawl spaces,
having its floor or base subgrade (below ground level) on all four (4) sides,
regardless of the depth of excavation below ground level.
3. Conditional Use - means a specific type of structure or land use listed in
the official control that may be allowed but on"ly after an in-depth review
procedure and with appropriate conditions or restrictions as provided in the
official zoning controls or building codes and upon a. finding that: (1)
certain conditions as detailed in the zoning ordinance exist and (2) the
:
structure and/or land use conform to the comprehensive land use plan if
one exists and are compatible with the existing neighborhood.
4. Equal Degree of Encroachment - a method of determining the location
of floodway boundaries so that flood plain lands on both sides of a stream
are capable of conveying a proportionate share of flood flows.
5. Flood - a temporary increase in the flow or stage of a stream or in the
stage of a wetland or lake that results in the inundation of normally dry
areas.
6. Flood Frequency - the frequency for which it is expected that a specific
flood stage or discharge may be equaled or exceeded.
7. Flood Fringe - that portion of the flood plain outside of the floodway.
Flood fringe is synonymous with the term "f1oodway fringe" used in the
~ - ... t"_ Flood Insurance S.tudy for the Clty ot Shakopee.
- . -- --~ ~ .
8., Flood Plain - the beds proper and the areas adjoining a wetland, lake or
watercourse which have been or hereafter may be covered by the regional
flood.
9. Flood--Proofing - a combination of structural provision, changes, or
adjustments to properties and structures subject to flooding, primarily for
the reduction or elimination of flood damages.
10. Floodway - the bed of a wetland or lake and the channel of a watercourse
and those portions of the adjoining flood plain which are reasonably
required to carry or store the regional flood discharge.
11. Obstruction - any dam, wall, wharf, embankment, levee, dike, pile,
abutment projection, excavation, channel modification, culvert, building,
wire, fence, stockpiler refuse, fill) structure, or matter in) along, across, or
projecting into any channel, watercourse, or regulatory floodplain which
may impede, retard or change the direction of the flow of water, either in
itself or by catching or collecting debris carried by such water.
12. Principal Use or Structure - means all uses or structures that are not
accessory uses or structures.
13. Reach - a hydraulic engineering term to describe a longitudinal segment
of a stream or river influenced by a natural or man-made obstruction. In
an urban area) the segment ofa stream or river between two (2)
consecutive bridge crossings would most typically constitute a reach.
14. Regional Flood - a flood which is repres,entative of large floods known to
have occurred generally in Minnesota and reasonably characteristic of
what can be expected to occur on an avera.ge frequency in the magnitude
of the 100 year recurrence interval. Regional flood is synonymous with the
term "base flood" used in the Flood Insurance Study.
15. Regulatory Flood Protection Elevation - the Regulatory Flood
Protection Elevation shall be an elevation no lower than one (1) foot above
the elevation of the regional flood plus any increases in flood elevation
caused by encroachments on the flood plain that result from designation of
. . . a floodway.
:
16. Structure - anything constructed or erected on the ground or attached to
the ground or on...site utilities, including, but not limited to, buildings,
factories, sheds, detached garages, cabins, manufactured hames, travel
trailers, vehicles not meeting the exemption criteria specified in Section
9.31 of the ordinance and other similar items.
17. Variance - means a modification of a specific permitted development
standard required in an official control including this Section to allow an
alternative development standard not stated as acceptable in the official
control, but only as applied to a particular property for the purpose of
alleviating a hardshipl practical difficulty or unique circumstance as defined
and elaborated upon in a community's respective planning and zoning
enabling legislation.
Subd.3. Establishment of ZoninQ District.
. .
-- . ... --
A. Districts:
1. Floodway District. The Floodway District shall include those areas
designated as f100dway on the Flood Boundary and Floodway Map
adopted in Subdivision 2.8.
2. Flood Fringe District. The Flood Fringe District shall include those areas
designated as floodway fringe on the Flood Boundary and Floodway Map
adopted in Subdivision 2.8.
B. Compliance. No new structure or land shall hereafter be used and no structure
shall be located, extended, converted or structurally altered without fun compliance
with the terms of this Section and other applicable regulations which .apply to uses
within the jurisdiction of this Section. Within the Floodway and Flood Fringe
Districts, all uses not listed as permitted uses or conditional uses in Subdivisions 4,
5 and 6 that follow, respectively, shall be prol:1ibited. In addition, a caution is
provided herein that:
1. New manufactured homel replacement manufactured homes and certain
travel trailers and travel vehicles are subject to the general provisions of
this Section and specifically Subdivision 9.
2. Modifications, additions, structural alterations or repair after damage to
existing nonconforming structures and nonconforming uses of structures of
land are regulated by the general provisions of this Section and specifically
Subdivision 11; and
3. As built elevations for elevated or flood proofed structures must be certified
by ground surveys and flood proofing techniques must be designed and
certified by a registered professional engineer or architect as specified in
the general provisions of this Section and specifically as stated in
Subdivision 10 of this Section.
Subd.4. Floodwav District.
A. Permitted Uses:
1. General farmingj pasturel grazingl outdoor plant nurseriesr horticulture,
truck fanning, forestry, sod farming and wild crop harvesting.
2. Industrial-commercial loading areas, parking areas, and airport landing
strips.
3.. Private and public golf courses, tennis courts, driving ranges, archery
ranges, picnic grounds, boat launching ramps, swimming areas, parks
wildlife and nature preserves, game farms, fish hatcheries, shooting
preserves, target ranges, trap and skeet ranges, hunting and fishing areas,
and single or multiple purpose recreational trails.
4. Residential laws, gardensr parking areas, and play areas.
B. Standards for Floodway Permitted Uses:
1. The use shall have a low flood damage potential.
2. . The use shall be permissible in the underlying zoning district if one exists.
3. The use shall not obstruct flood flows or increase flood elevations and
shall not involve structures, fill, obstructions, excavations or storage of
materials or equipment.
c. Conditional Uses:
1. Structures accessory to the uses listed in Subdivision 4.A. above and the
uses listed in Subdivision 4.C.2. - 8. below.
2. Extraction and storage of sand, gravel, and other materials.
3. Mar.inas, boat rentals, docks, piers, wharves, and water control structures.
4. Railroads, streets, bridges, utility transmission lines, and pipelines.
5. Storage yards for equipment, machinery, or materials.
6. Placement of fill.
7. Travel trailers and travel vehicles E?ither on individual lots of record or in
existing or new subdivisions or commercial or condominium type
campgrounds, subject to the exemptions and provisions of Subdivision
g.C. of lhis Section.
8. Structural works for flood control such as levees, dikes and floodwalls
constructed to any height where the intent is to protect individual structures
and levees or dikes where the intent is to protect agricultural crops for a
frequency flood event equal to or less than the ten (10) year frequency
flood event. -
D. Standards for Floodway Conditional Uses:
1. All Uses. No structure (temporary or permanent), fill (including fill for
roads and levees), deposit, obstruction, storage of materials or equipment,
or other uses may be allowed as a Conditional Use that will cause any
increase in the stage of the 100-year or regional flood or cause an
increase in flood damages in the reach or reaches affected.
2. All floodway Conditional Uses shall be subject to the procedures and
standards contained in Subdivision 10.0. of this Section.
3. The conditional use shall be permissible in the underlying zoning district if
one exists.
4. Fi II :
a. Filii dredge spoil and all other similar materials deposited or stored
in the flood plain shall be protected from erosion by vegetative
cover, mulching, riprap or other acceptable method.
b. Dredge spoil sites and sand and gravel operations shall not be
allowed in the floodway unless a long-term site development plan
is submitted which includes and erosion/sedimentation prevention
element to the plan.
o. ....
c. As an alternative, and consistent with Subsection b. immediately
above, dredge spoil disposal and sand and gravel operations may
allow temporary, on-site storage of -fill or other materials which
would have caused an increase to the stage of the 1 GO-year or
regional flood but only after the Governing Body has received an
appropriate plan which assures the removal of the materials from
the floodway.based upon the flood warning time available. The
Conditional Use Permit must be title registered with the property in
the Office of the County Recorder.
4. Accessory Structures:
a. Accessory structures shall not be designed for human habitation.
b. Accessory structures, if permitted I shall be constructed and placed
on the building site so as to offer the minimum obstruction to the
flow of flood waters. (1) Whenever possible, structures shall be
constructed with the longitudinal axis parallel to the direction of
flood flow, and (2) so far as practicableJ structures shall be placed
approximately on the same flood flow Jines as those of adjoining
structures.
c. Accessory structures shall be elevated on fill or structurally dry
flood proofed in accordance with the FP-1 or FP-2 flood proofing
classifications in the State Building Code. As an alternative, an
accessory structure may be flood proofed to the FP-3 or FP-4
flood proofing classification in the State Building Code provided
the accessory structure constitutes a minimal investment, does not
exceed 500 square feet in size, and for a detached garage, the
detached garage must be used solely for parking of vehicles and
limited storage. All-flood proofed accessory structures must meet
the following additional standards, as appropriate:
i. the structure must be adequately anchored to prevent
flotation,. collapse or lateral movement of the structure and
shall be .designed to equalize hydrostatic flood forces on
exterior walls; and
ii. any mechanical and utility equipment in a structure must
be elevated to or above the Regulatory Flood Protection
Elevation or properly flood proofed.
6. Storage of Materials and Equipment:
a. The storage or processing of materials that are, in time of flooding,
flammable, explosivel or potentially injurious to human, animal, or
plant life is prohibited.
b. Storage of o~her materials or equipment may be allowed if readily
removable from the area within the time available after a flood
warning and in accordance with a plan approved by the Governing
Body.
7. Structural works for flood control that will change the course, current or
cross section of protected wetlands or public waters shall be subject to the
provisions of Minnesota Statutes, Chapter 105! Community-wide
structural works for flood control intended to remove areas from the
regulatory flood plain shall not be allowed in thefloodway.
8. A levee, dike or floodwall constructed in the floodway shall not cause an
increase to the 1 aD-year or regional flood and the technical analysis must
assume equal conveyance or storage loss on both sides of a stream.
Subd. 5. Flood Frinoe District (FF)
A. Permitted Uses: Permitted Uses shall be those uses of land or structure~ listed
as Permitted Uses in the underlying zoning use district(s). If no pre-existing,
underlying zoning use districts exist, then any residential or non-residential
structure or use of a structure or land shall be a Permitted Use in the Flood Fringe
provided such use does not constitute a public nuisance. All permitted uses shall
comply with the standards for Flood Fringe "Permitted Uses" listed in Subdivision
5.8. and the "Standards for all Flood Fringe Uses" listed in Subdivision 5.E.
B. Standards for Flood Fringe Permitted Uses:
1. All structures, including accessory structures, must be elevated on fill so
that the lowest floor including basement floor is at or above the Regulatory
Flood Protection Elevation. The finished fill elevation for structures shall
be no lower than one (1) foot below the Regulatory Flood Protection
Elevation and the fill shall extend at such elevation at least fifteen (15) feet
beyond the outside limits of the structure erected thereon.
2. As an alternative to elevation on fill, accessory structures that constitute a
minimal investment and that do not exceed 500 square feet for the outside
-dimension at ground level may be internally flood proofed in accordance
with Subdivision 4.D.5.
3. The cumulative placement of fill where at anyone time in excess of one
thousand (1,000) cubic yards of fill is located on the parcel shall be
allowable only as a Conditional Use, unless said fill is specifically intended
to elevate a structure in accordance with Subdivision 5.8.1. of this Section.
4. The storage of any materials or equipment shall be elevated on fill to the
Regulatory Flood Protection Elevation.
. ..
5. The provisions of Subdivision S.E. of this Section shall apply.
c. Conditional Uses: Any structure that is not elevated on fill or flood proofed in
accordance with Subdivisions 5.8.1. - 5.8.2. or any use of land that does not
comply with the standards in Subdivision 5.8.3. - Subdivision 5.8.4. shall only be
allowable as a Conditional Use. ,An application for a conditional use shall be
subject to the standards and criteria and evaluation procedures specified in
Subdivisions 5.0. ~ 5.E. and Subdivision 10.0. of this Section.
.....
D. Standards for Flood Fringe Conditional Uses:
1. Alternative elevation methods other than the use of fill may be utilized to
elevate a structure's lowest floor above the Regulatory Flood Protection
Elevation. These alternative methods may include the use of stilts, pilings,
parallel walls, etc., or above-grade, enclosed areas such as crawl spaces
qr .tuck under garages. The base or floor of an ~nc'9~ed area shall be
considered above-grade and not a structure's basement or lowest floor if:
1) if the enclosed area is above-grade on at least one (1 ) side of the
structure; 2) it is designed to internally flood and is constructed with flood
resistant materials; and 3) it is used solely for parking of vehicles, building
access or storage. The above-noted alternative elevation methods are
subject to the following additional standards:
3" Design and Certification - the structure's design and as-built
condition must be certified by a registered professional engineer
or architect as being in compliance with the general design
standards of the State Building Code and, specifically, that all
electrical, heating, ventilation, plumbing and air conditioning
equipments and other service facilities must be at or above the
Regulatory Flood Protection Elevation or be designed to prevent
flood water from entering or accumulating within these
components during times of flooding.
b. Specific Standards for Above-Grade, Enclosed Areas -
above-grade, fully enclosed areas such as crawl spaces or tuck
under garages must be designed to internally flood and the design
plans must stipulate:
i. The minimum area of openings in the walls where internal
flooding is to be used as a flood proofing technique.
When openings are placed in a structure's walls to
provide for entry of flood waters to equalize pressures, the
bottom of all openings shall be no higher than one (1) foot
above grade. Openings may be equipped with screens,
louvers, valves, or other coverings, or devices provided
that they permit the automatic entry and exit of flood
waters.
ii. That the enclosed area will be designed of flood resistant
materials in accordance with the FP-3 or FP-4
classifications in the State Building Code and shall be
used solely for building access, parking of vehicles or
storage.
2. Basements, as defined by Subdivision 2.H.2. of this Section, shall be
~ -..
subject to the following:
a. Residential basement construction shall not be allowed below the
Regulatory Flood Protection Elevation.
b. Non-residential basements may be allowed below the Regulatory
Flood Protection Elevation provided the basement is structurally
dry flood proofed in accordance with Subdivision 5.D.3. of this
Section.
3. All areas of non-residential structures including basements to be placed
below the Regulatory Flood Protection Elevation shall be flood proofed in
accordance with the structurally dry flood proofing classifications in the
State Building Code. Structurally dry flood proofing must meet the FP-1 or
FP-2 flood proofing classification in the State Building Code and this shall
require making the structure watertight with the walls substantially
impermeable to the passage of water and with structural components
having the capability of resisting hydrostatic and hydrodynamic loads and
the effects of buoyancy. Structures flood proofed to the FP-3 or FP-4
classification shall not be permitted.
4. When at anyone (1) time more than 1 ,000 cubic yards of - fill or other
similar material is located on a parcel for such activities as on-site storage,
landscaping, sand and gravel operations, landfills, roads dredge spoil
disposal or construction of flood control works, an erosion/sedimentation
control plan must be submitted unless the community is enforcing a state
approved shoreland management ordinance. In the absence of a state
approved shoreland ordinance, the plan must clearly specify methods to
be used to stabilize the fill on site for a flood event at a minimum of the
1 aD-year or regional fiood event. The plan must be prepared and certified
by a registered professional engineer or other qualified individual
acceptable to the Governing Body. The plan may incorporate alternative
procedures for removal of the material from the flood plain if adequate
flood warning time exists.
5. Storage of Materials and Equipment:
a. The storage or processing of materials that are, in time of flooding)
flammable, explosive, or potentially injurious to human, animal, or
plant life is prohibited.
b. Storage of other materials or equipment may be allowed if readily
removable from the area within the time available after a flood
warning and in accordance with a plan approved by the Governing
Body.
6. The provisions of Subdivision 5.E. of this Section shall also apply.
E. Standards for All Flood Fringe Uses:
1. All new principal structures must have vehicular access at or above an
elevation not more than two (2) feet below the Regulatory Flood Protection
Elevation. If a variance to this requirement is granted, the -Board of
Adjustment must specify limitations on the period of use or occupancy of
the structure for time of flooding and only after determining that adequate
flood warning time and local flood emergency response procedures exist.
2. Commercial Uses - accessory land uses, such as yards, railroad tracks,
and parking lots may be at elevations lower than the Regulatory Flood
Protection Elevation. However, a permit for such facilities to be used by
the employees or the general public shall not be granted in the absence of
a flood warning system that provides adequate time for evacuation if the
area would be inundated to a depth greater than two (2) feet or be subject
to flood velocities greater than four (4) feet per second upon occurrence of
the regional flood.
3. Manufacturing and Industrial Uses - measures shall be taken to
minimize interference with normal plat operations especially along streams
having protracted flood durations. Certain accessory land uses such as
. yards and parking lots may be at lower elevations subject to requirements
set out in Subdivision 5.E.2. above. In considering permit applications,
due consideration shall be given to needs of an industry whose business
requires that it be located in flood plain areas.
4. Fill shall be properly compacted and the slopes shall be properly protected
by the use of riprap, vegetative cover or other acceptable method. The
Federal Emergency Management Agency (FEMA) has established criteria
for removing the special flood hazard area designation for certain
structures properly elevated on fill above the 100-year flood elevation -
FEMA's requirements incorporate specific fill compaction and side slope
protection standards for multi-structure or multi-lot developments. These
standards should be investigated prior to the initiation of site preparation if
a change of special flood hazard area designation will be requested.
5. Flood plain developments shall not adversely affect the hydraulic capacity
of the channel and adjoining flood plain of any tributary watercourse or
drainage system where a floodway or other encroachment limit has not
been specified on the Official Zoning Map. (Amended, Ord. 568, May 25,
2000)
6. Standards for travel trailers and travel vehicles are contained in
Subdivision 9. C.
7. All manufactured homes must be securely anchored to an adequately
anchored foundation system that resists flotation, collapse and lateral
movement. Methods of anchoring may include, but are not to be limited to,
use of over-the-tap or frame ties to ground anchors. This requirement is in
addition to applicable state or local anchoring requirements for resisting
wind forces.
Subd. 6. Reserved for Future Use.
Subd. 7. Subdivisionsill
(2) This Section is not intended as a substitute for a comprehensive City or
county subdivision ordinance. It can, however, be used as an interim
control until the comprehensive subdivision ordinance can be amended to
include necessary flood plain management provisions.
A. Review Criteria. No land shall be subdivided which is unsuitable for the reason of
flooding, inadequate drainage, water supply or sewage treatment facilities. All lots
within the flood plain districts shall contain ~ a building site at or above the
Regulatory Flood Protection Elevation. All subdivisions shall have water and
sewage treatment facilities that comply with the provisions of the Section and have
road access both to the subdivision and to the individual building sites no lower
than two (2) feet below the Regulatory Flood Protection Elevation. For an
subdivisions in the flood plain, the Floodway and Flood Fringe boundaries, the
Regulatory Flood Protection Elevation and the required elevation of all access
roads shall be clearly labeled on all required subdivision drawings and platting
documents.
B. Removal of Special Flood Hazard Area Designation. The Federal Emergency
Management Agency (FEMA) has established criteria for removing the special
flood hazard area designation for certain structures properly elevated on fill above
the 1 DO-year flood elevation. FEMA's requirements incorporate specific fill
compaction and side slope protection standards for multi-structure or multi-lot
developments. These standards should be investigated prior to the initiation of site
preparation if a change of special flood hazard area designation will be requested.
~c;L a~,J~_!:,blic UtilitiesLRailroads, Roads, and Bridaes. ,
. -":"",,,;~""'::"""':"'"~ _.- .--=.....-=.
A. Public Utilities. All public utilities and facilities such as gas, electrical, sewer, and
water supply systems to be located in the flood plain shall be flood-proofed in
accordance with the State Building Code or elevated to above the regulatory Flood
Protection Elevation.
B. Public Transportation Facilities. Railroad tracks, roads, and bridges to be
located within the flood plain shall comply with Subdivisions 4 and 5 of the Section.
Elevation to the Regulatory Flood Protection Elevation shall be provided where
failure or interruption of these transportation facilities would result in danger to the
public health or safety or where such facilities are essential to the orderly
functioning of the area. Minor or auxiliary roads or railroads may be constructed at
a lower elevation where failure or interruption of transportation services would not
endanger the pUbli? health or safety.
c. On-site Sewage Treatment and Water Supply Systems. Where public utilities
are not provided: 1) on-site water supply systems must be designed to minimize or
eliminate infiltration of flood waters into the systems; and 2) new or replacement
on-site sewage treatment systems must be designed to minimize or eliminate
infiltration of flood waters into the systems and discharges from the systems into
flood waters and they shall not be subject to impairment or contamination during
times of f100dinga Any sewage treatment system designed in ~ccordance with the
State's current statewide standards for on-site sewage treatment systems shall be
determined to be in compliance with this Section.
Subd. 9. Manufactured Homes and Manufactured Home Parks and Placement of Travel
Trailers and Travel Vehicles.
A. New manufactured home parks and expansions to existing mobile manufactured
home parks shall be subject to the provisions placed on subdivision by Subdivision
7 of this Section.
B. The placement of new or replacement manufactured homes in existing
manufactured home parks or on individual lots of record that are located in flood
plain districts will be treated as a new structure and may be placed only if elevated
in compliance with Subdivision 5 of this Section. If vehicular road access for pre-
existing manufactured home parks is not provided in accordance with Subdivision
5.E.1., then replacement manufactured homes will not be allowed until the property
owner(s) develops a flood warning emergency plan acceptable to the Governing
Body.
1. All manufactured homes must be securely anchored to an adequately
anchored foundatiof1 system that resists flotation, collapse and lateral
movement. Methods of anchoring may include, but are not to be limited to)
use of over-the-top or frame ties to ground anchors. This requirement is in
addition to applicable state or local anchoring requirements for resisting
wind forces.
c. Travel trailers and travel vehicles that do not meet the exemption criteria specified
in Subdivision 9.C.1. below shall be subject to the provisions of this Section and as
specifically spelled out in Subdivision 9.C.3. - 9.C.4. below.
1. Exemption - travel trailers and travel vehicles are exempt from the
provisions of this Section if they are placed in any of the areas listed in
Subdivision 9.C.2. below and further they meet the following criteria:
: =:-".-. ..- -- - .=-:.. .. - ~....-,. . . have current Ifcenses req ui red for ~ ti i 9 hway use. -"-
b. are highway ready meaning. on wheels or the internal jacking
system, are attached to the site only by quick disconnect type
utilities commonly used in campgrounds and trailer parks and the
travel trailer/travel vehicle has no permanent structural type
additions attached to it.
c. the travel trailer or travel vehicle and associated use must be
permissible in any pre-existingJ underlying zoning use district.
2. Areas Exempted for Placement of Travel/Recreational Vehicles:
a. . Inaividuallots or parcels of record.
b. Existing commercial recreational vehicle parks or campgrounds.
c. Existing condominium type associations.
3. Travel trailers and travel vehicles exempted in Subdivision 9.C.1. lose this
exemption when development occurs on the parcel exceeding $500
dollars for a structural addition to the travel trailer/travel vehicle or an
accessory structure such as a garage or a storage building. The travel
trailer/travel vehicle and all additions and accessory structures win then be
treated as a new structure and shall be subject to the elevation/flood
proofing requirements and the use of land restrictions specified in
Subdivisions 4 and 5 of this Section.
4. NeW commercial travel trailer or travel vehicle parks or campgrounds and
new residential type subdivisions and condominium associations and the
expansion of any existing similar use exceeding five (5) units or dwelling
sites shall be subject to the following: .
a. Any new or replacement travel trailer or travel vehicle will be
allowed in the Floodway or Flood Fringe Districts provided said
trailer or vehicle and its contents are placed on fill above the
Regulatory Flood Protection Elevation and proper elevated road
access to the site exists in accordance with Subdivision 5.E.1. of
. . this Section. Any fill placed in a floodway for the purpose of
elevating a travel trailer shall be subject to the requirements of
Subdivision 4.
b. All new or replacement travel trailers or travel vehicles not meeting
the criteria of 8. above may, as an alternative, be allowed as a
Conditional Use if in accordance with the following provisions and
the provisions of Subdivision 10.D. of the Section. The applicant
must submit an emergency plan for the safe evacuation of all
vehicles and people during the 100 year flood. Said plan shall be
prepared by a registered engineer or other qualified individual and
shall demonstrate that adequate time and personnel exist to carry
out the evacuation. All attendant sewage and water facilities for
new or replacement travel trailers or other recreational vehicles
must be protected or constructed so as to not be impaired or
contaminated during times of flooding in accordance with
Subdivision 8~C. of this Section.
Subd. 10. AcIminist~ratio";. --..,
A. Zoning Administrator: a Zoning Administrator or other official designated by the
Governing Body shall administer and enforce this Section. If the Zoning
Administrator finds a violation of the provisions of this Section the Zoning
Administrator shall notify the person responsible for such violation in accordance
with the procedures stated in Subdivision 12 of the Section.
B. Permit Requirements.
1. Permit Required. A permit issued by the Zoning Administrator in
conformity with the provisions of this Section shall be secured prior to the
erection, addition, or alteration of any building, structure, or portion thereof,
prior to the use or change of use of a building, structure, or land; prior to
the change or extension of a nonconforming use; and prior to - the
placement of fill, excavation of materials, or the storage of materials or
equipment within the flood plain.
2. Application for Permit. Application for a Permit shall be made in
duplicate to the Zoning Administrator on forms furnished by the Zoning
Administrator and shall include the following where applicable: plans in
duplicate drawn to scaler showing the nature, location. dimensionsr and
elevations of the lot; existing or proposed structure$, fill or storage of
materials; and the location of the foregoing in relation to the stream
channel.
3. State and Feder-31 Permits. Prior to granting a permit or processing an
application for a conditional use permit or variance, the Zoning
Administrator shall determine that the applicant has obtained all necessary
State and Federal Permits.
4. . Certificate of Zoning Compliance for a New, Altered, or
Nonconforming Use. It shall be unlawful to use, occupy, .or permit the
use or occupancy of any building or premises or part thereof hereafter
created, erected, changed, converted, altered, or enlarged in its use or
structure until a Certi~cate of Zoning Compliance shall have been issued
by the Zoning Administrator state that the use of the building or land
conforms to the requirements of this Section.
i
5. Construction and Use to be Provided on Applications, Plans,
Permits, Variances and Certificates of Zoning Compliance. Permits)
conditional use permits, or certificates of Zoning Compliance issued on the
basis of approved plans and applications authorize only the use,
arrangement, and construction set forth in such approved plans and
applications, and no other use, arrangement or construction. Any user,
arrangement, or construction at variance with that authorized shall be
deemed a violation of this Section, and punishable as provided by
Subdivision 12 of this Section.
6. Certification. The applicant shall be required to submit certification by a
registered professional engineer, registered architect, or registered land
surveyor that the finished fill and building elevations were accomplished in
compliance with the provisions of this Section. Flood proofing measures
shall be certified by a registered professional engineer or registered
architect.
7. ..Record of First Floor EIE!vation. The Zoning Administrator shall maintain
a record of the elevation of the lowest floor (incluqing basement) of all new
structures and alterations or additions to existing structures in the flood
plain. The Zoning Administrator shall also maintain a record of the
elevation to which structures and alterations or additions to structures are
fI ood-proofed.
c. Board of Adjustment:
1. Rules. The Board of Adjustment shall adopt rules for the conduct of
business and may exercise all of the powers conferred on such Boards by
State law.
2. Administrative Review. The Board shall hear and decide appeals where
it is alleged there is error in any order, requirement, decision, or.
determination made by an administrative official in the enforcement or
administration of this Section.
3. Variances. The board may authorize upon appeal in specific cases such
relief or variance from the terms of this Section as will not be contrary to
the public interest and only for those circumstances such as hardship,
practical difficulties or circumstances unique to the property under
consideration, as provided for in the respective enabling legislation for
planning and zoning for cities or counties as appropriate~ In the granting of
such variance, the Board of Adjustment shall clearly identify in writing .the
specific conditions that existed consistent with the criteria specified in the
respective enabling legislation which justified the granting of the variance.
No variance shall have the effect of allowing in any district uses prohibited
in that districtl permit a lower degree of flood protection than the
Regulatory Flood Protection Elevation for the particular area, or permit
standards lower than those required by State law.
4. Hearings. Upon filing with the Board of Adjustment of an appeal from a
decision of the Zoning Administrator, or an application for a variance, the
Board shall fix a reasonable time for a hearing and give due nGtice to the
parties in interest as specified by law. The Board shall submit by mail to
the Commissioner of Natural Resources a copy of the application for
proposed variances sufficiently in advance so that the Commissioner will
receive at least ten (10) days notice of the hearing.
5. Decisions. The Board shall arrive at a decision on such appeal or
variance within 120 days. In passing upon an appeal, the Board may, so
long as such action is in conformity with the provisions of this Section,
reverse or affirm, wholly or in part, or modify the order) requirement
decision or determination of the Zoning Administrator or other public
official. It shall make its decision in writing setting forth the findings of fact
and the reasons for its decisions. In granting a variance the Board may
prescribe appropriate conditions and safeguards such as those specified in
Subdivision 10.0.6. which are in conformity with the purposes of this
Section.' Violations of such conditions and safeguards) when made a part
of the terms under which the variance is granted, shall be deemed a
violation of this Section punishable under Subdivision 12. A copy of all
decisions granting variances shall be forwarded by mail to the
Commissioner of Natural Resources within ten (10) days of such action.
6. Appeals. Appeals from any decision of the Board may be made) and as
specified in this Community's Official Controls and also Minnesota
Statutes.
7. Flood Insurance Notice and Record Keeping. The Zoning
Administrator shall notify the applicant for a variance that 1) the issuance
of a variance to construct a structure below the base flood level will result
in increased premium rates for flood insurance up to amounts as high as
$25 for $100 of insurance coverage and 2) such construction below the
1 DO-year or regional flood level increases risks to life and property. Such
notification shall be maintained with a record of all variance actions. A
community shall maintain a record of all variance actions, including
justification for their issuance, and report such variances issued in its
annual or biennial report submitted to the Administrator of the National
Flood Insurance Program.
D. Conditional Uses. The City of Shakopee Board of Adjustment and Appeals shall
hear and decide applications for Conditional Uses permissible under this Section.
Applications shall be submitted to the Zoning Administrator who shall forward the
application to the Board of Adjustment and Appeals for consideration.
1. Hearings. Upon filing with the Board of. Adjustment and Appeals an
application for a conditional use permit, the Board of Adjustment and
Appeals shall submit by mail to the Commissioner of Natural Resources a
copy of the applicati,?n for proposed Conditional Use sufficiently in
advance so that the Commission will receive at least ten (1-0) days notice
of the hearing.
2. Decisions. The Board of Adjustment and Appeals shall arrive at a
decision on a ConditionElI Use Permit within 120 days. In granting a
Conditional Use Permit the Board of Adjustment and Appeals shall
prescribe appropriate conditions and safeguards, in addition to those
specified in Subdivision 10.D.6, which are in conformity with the purposes
of this Section. Violations of such conditions and safeguards, when made
a part of the terms under which the Conditional Use Permit is granted,
shall be deemed a violation of this Section punishable under Subdivision
12. A copy of all decisions granting Conditional Use Permits shall be
forwarded by mail to the Commissioner of Natural Resources within ten
(10) days of such action.
3. Procedures to be Followed by the Board of Adjustment and Appeals
in Passing - on Conditional Use Permit Applications Within All
Floodplain Districts.
a. Require the applicant to furnish such of the following information
and additional information as deemed necessary by the Board of
Adjustment and Appeals for detennining the suitability of the
particular site for the proposed use:
i. Plans in triplicate drawn to scale showing the nature,
location, dimensions, and elevation of the loti existing or
proposed structures, fill storage of materialsl flood-
proofing measures, and the relationship of the above to
the location of the stream channel.
ii. Specifications for building construction and materials,
flood..proofi ng, filling, dredging, grading, channel
improvement, storage of materials, water supply and
sanitary facilities.
b. Transmit one (1) copy of the information described in Subsection
a~ to a designated engineer or other expert person or agency for
technical assistance, where necessary, in evaluating the proposed
project in relation to flood heights and velocities, the seriousness
of flood damage to the use) the adequacy of the plans for
protection, and other technical matters.
c. Based upon the technical evaluation of the designated engineer or
expert, the Board of Adjustment and Appeals shall determine the
specific fl09d hazard at the site and evaluate the suitability of the
proposed use in relation to the flood hazard.
4. Factors Upon Which the Decision of the Board of Adjustment and
Appeals Shall be Based. In passing on Conditional Use applications, the
Board of Adjustment and Appeals shall consider all relevant factors
~. specified in other sections of this Section, and:
a. The danger to life and property due to increased flood heights or
velocities caused by encroachments.
b. The danger that materials may be swept onto other lands or
downstream to- the injury of others- or they may block bridges,
culverts or other hydraulic structures.
c. The proposed water supply and sanitation systems and the ability
of these systems to prevent disease, contamination, and
unsanitary conditions.
d. The susceptibility of the proposed facility and its contents to flood
damage and the effect of such damage on the individual owner.
e. The importance of the services provided by the proposed facility to
the community.
f. The requirements of the facility for a waterfront location.
g. The availability of alternative locations not subject to flooding for
the proposed use.
h. The compatibility of the proposed use with existing development
and development anticipated in the foreseeable future. .
i. The relationship of the proposed use to the comprehensive plan
and flood plain management program for the area.
j. The safety of access to the property in times of flood for ordinary
and emergency vehicles.
k. The expected heights, velocity, duration, rate of rise, and sediment
transport of the flood waters expected at the site.
I. Such other factors which are relevant to the purposes of this
Section.
5. Time for Acting on Application. The Board of Adjustment and Appeals
shall act on an application in the manner described above within 120 days
from receiving the application, except that where additional information is
required pursuant to Subdivision 10.D.4. of this Section. The Board of
Adjustment and Appeals shaH render a written decision within 60 days
from the receipt of such additional information. (Amended, Ord. 568, May
25,2000)
6. Conditions Attached to Conditional Use Permits. Upon consideration
of the factors listed above and the purpose of this Section, the Board of
Adjustment and Appeals shall attach such conditions to the granting of
Conditional Use Permits as it deems necessary to fulfill the purposes of
this Section. Such conditions may include, but are not limited to, the
following:
a. Modification of waste treatment and water supply facilities.
b. Limitations on period of use, occupancy, and operation.
c. Imposition of operational controls, sureties, and deed restrictions.
d. Requirements for construction of channel modifications)
compensa~ory storage, dikes, levees, and other protective
measures.
e. Flood-proofing measures, in accordance with the State Building
Code and this Section. The applicant shall submit a plan or
document certified by a registered professional engineer or
architect that the flood-proofing measures are consistent with the
Regulatory Flood Protection Elevation and associates flood
factors for the particular area.
Subd. 11. Nonconformina Uses.
A. A. structure or the use of a structure or premises which was lawful before the
passage or amendment of this Section but which is not in conformity with the
provisions of this Section may be continued subject to the following conditions:
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1. No such use shall be expanded, changed, enlarged, or altered in a way
which increases its nonconformity.
2. Any alteration or addition to a nonconforming structure or nonconforming
use which would result in increasing the flood damage potential of that
structure or use shall be protected to the Regulatory Flood Protection
Elevation in accordance with any of the elevation on fill or flood-proofing
techniques (Le., FP-1 thru FP-4 floodproofing classifications) allowable in
the State Building Code, except as further restricted in Subdivision 11.A.3.
below. ...
3. The cost of any structural alterations or additions to any nonconformi.ng
structure over the life of the structure shall not exceed 500/0 of the market
value of the structure unless the conditions of this Section are satisfied.
The cost of all structural alterations and additions constructed since the
adoptio,"! of the Community's initial flood plain controls must be calculated
into today.s current cost which will include all costs. suth as construction
materials and a reasonable cost placed on all manpower or labor. If the
current cost of all previous and proposed alterations and additions
exceeds 500/0 of the current market value of the structure, then the
structure must meet the standards of Subdivision 4 or 5 of this Section for
new structures depending upon whether the structure is in the Floodway or
Flood Fringe, respectively.
4. If any nonconforming use is discontinued for twelve (12) consecutive
months, any future use of the. building premises shall conform to this
Section. The assessor shall notify the Zoning Administrator in writing of
instances of nonconforming uses which have been discontinued for a
period of twelve (12) months.
5. If any nonconforming use or structure is destroyed by any means,
including floods, to an extent of 50% or more of its market value at the time
of destruction, it shall not be reconstructed except in conformity with the
provisions of this Section. The applicable provisions far establishing new
uses or new structures in Subdivision 4 or 5 will apply depending upon
whether the use or structure is in the Floodway or Flood Fringe,
respective Iy.
Subd. 12. Penalties for Violation.
A. Violation of the provisions of this Section or failure to comply with any of its
requirements (including violations of conditions and safeguards established in
connection with grants of variances or conditional uses) shall constitute a
misdemeanor and shall be punishable as defined by law.
B. Nothing herein contained shall prevent the City of Shakopee from taking such other
lawful action as is necessary to prevent or remedy any violation. Such actions may
include but are not limited to:
1. In responding to a suspected Section violation, the Zoning Administrator
and local govemment may utilize the full array of enforcement actions
available to it including but not limited to prosecution and fines) injunctions,
after-the-fact permits, orders for corrective measures or a request to the
National Flood Insurance Program for denial of flood insurance availability
. . to the guilty party. The community must act in good faith to enforce these
" - . .
. . official controls and to correct Section violations to the extent possible so
as not to jeopardize its eligibility in the National Flood Insurance Program.
2. When a Section violation is either discovered by or brought to the attention
of the Zoning Administrator, the Zoning Administrator shall immediately
investigate the situation and document that nature and extent of the
violation of the official control. As soon as is reasonably possible, this
infonpation will be submitted to the appropriate Department of Natural
Resources and Federal Emergency Management Agency Regional Office
along with the community's plan of action to correct the violation to the
degree possible.
3. The Zoning Administrator shall notify the suspected party of the
requirements of this Section and all other -official controls and the nature
and extent of the suspected violation of these controls. If the structure
and/or use is under construction or development, the Zoning Administrator
may _ order the con~truction or development immediately halted until a
proper permit or approval is granted by the Community~ If the construction
or development is already completed, then the Zoning Administrator may
either (1) issue an order identifying the corrective actions that must be
made within a specified time period to bring the use or structure into
compliance with the official controls, or (2) nottfy the responsible party to
apply for an after-the-fact permit/development approval within a specified
period of time not to exceed 30 days.
4. If the responsible party does not appropriately respond to the Zoning
Administrator within the specified period of time, each additional day that
lapses shall constitute an additional violation of this Section and shall be
prosecuted according Iy. The Zoning Administrator shall also upon the
lapse of the specified response period notify the landowner to restore the
land to the condition which existed prior to the violation of this Section.
Subd. 13. Amendments.
A. The flood plain designation on the official zoning map shall not be removed from
flood plain areas .unless it can be shown that the designation is in error or that the
area has been filled to or above the elevation of the regional flood and is
contiguous to lands outside the flood plain. Special exceptions to this rule may be
permitted by the Commissioner of Natural Resources if Commissioner determines
that, through other measures, lands are adequately protected for the intended use.
B. All amendments to this Section, including amendments to the official zoning map,
must be submitted to and approved by the Commissioner of Natural Resources
prior to adoption. Changes in the official zoning map must meet the Federal
Emergency Management Agency's (FEMA) Technical Conditions and criteria and
must receive prior FEMA approval before adoption. The .Commissioner of Natural
Resources must be given ten (10) days written notice of all hearings to consider an.
amendment to this Section and said notice shall include a draft of the ordinance
amendment or technical study under consideration.
. . .
i
CITY OF SHAKOPEE
WOODLAND AND TREE MANAGEMENT
. ORDINANCE AND GUIDELINES
FOR
BUILDERS
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2-11-04
CITY OF SHAKO PEE
WOODLAND AND TREE MANAGEMENT ORDIN"ANCE
GUIDELINES FOR BUILDERS
Pursuant to City Code 11.60 SURD. 9:
THE FOLLOWING STANDARDS SHALL APPLY TO ALL RESIDENTIAL
DEVELOPMENT FOR WHICH A BUILDER PERMJT IS ISSUED AFTER THE
EFFECTIVE DATE OF THIS CHAPTER.
Subd. 9. Woodland Manat!ement Re2ulations. The following requirements and standards shall
apply to any Development on any parcel of land containing a Woodland and for which a
preliminary plat, minor subdivision, building permit, or grading permit is required.
A. DEFINITIONS
Applicant means any person proposing a Development.
Development means: (1) the construction of a new building or new structure on a vacant
parcel of land containing a woodland; (2) the platting or subdivision of a parcel of land
containing a woodland; or (3) any activity for which a grading permit is required on land
containing a woodland.
Dianleter at Breast Height, or DBH, means the length of a straight line through the trunk
of a tree (in inches) measured at 54 inches above the ground from the uphill side of the
tree.
Tree means a living specimen of a woody plant species that is either a deciduous tree
whose diameter is 6-inches or greater at DBH, or a coniferous tree whose height is 12
feet or greater.
Natural Resources Inventory means information maintained by the City based on a study
conducted by the City of Shakopee in 2002 that identifies and classifies the land cover. of
j the City of Shakopee, Jackson Township and Louisville Township in a project area
covering 32,551 acres.
Minnesota Land Cover Classification Systeln (MLCCS) is a comprehensive classification
system that identifies cultural and natural land covers types as well as providing a
multitude of other land planning data.
Woodland means the area within the contiguous dripline created by a grouping of woody
plant species if the grouping contains at least one Tree.
B. WOODLAND MANAGElVIENT PLAN
1. Any Applicant who desires to remove any Tree on any parcel of land containing a
Woodland must submit a Woodland Management Plan to the City and must
demonstrate that there are no feasible or prudent alternatives to removing any Tree.
i 2. The Woodland Management Plan must consist of a surveyor scaled drawing
showing the topography, boundaries, woodlands, .fens, wetlands and individual trees
or vegetation with an overlay of the proposed improvements including, but not
\ limited to, streets, building pads, driveways, utilities, structures, and facilities. The
drawing shall clearly illustrate the areas of Trees and Woodlands proposed for
removal and the manner by which the Applicant intends to replace the removed
; Trees.
3. Site inspections to ensure compliance with the Woodland ManagemenfRegulations
must occur prior to the issuance of any permit for the Development. The Applicant
must survey and stake all platted property lines, streets, parks, open spaces, building
pads and tree protection areas prior to site inspection.
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c. TREE REPLACEMENT
1. The measure of tree replacement will be based on the quality of the woodland or
forest located on the parcel of land to be developed, as classified on the
ForestIWoodlands Quality Map in the Natural Resources Inventory C'NRIII). If
the Applicant's woodland is not in the NRI, the Minnesota Land Cover
Classification System will be used to determine the quality of the woodland or
forest. The Applicant shall replace removed trees according to the following
schedule:
High Quality Woodlands/Forests Replace one Tree for every Tree
removed
Medium Quality W oodlandslForests Replace one Tree for every two
Trees removed
Low Quality Woodlands/Forests Replace one Tree for every three
trees removed
2. Reforestation and landscaping should utilize a variety of tree species, and shall not
utilize any species presently under disease epidemic without prior 'Written approval
from the City.
3. The species of Trees planted must be hardy under local conditions, must be
compatible with the local landscape, and must not be less than one and a half (1-
1/2") inches diameter at DBH.
4. The City's landscaping requirement for Trees will count towards the Tree
replacement required by this Subdivision.
5. The City may accept other vegetative or environmental alternatives proposed by
an Applicant if those alternatives are monetarily or ecologically equivalent to the_
value of the Tree replacement required by this Subdivision.
i D. TREE AND WOODLANDS lVIITGATION STANDARDS
1. All Development activities, including grading and con~ouring, must take place in
such a manner that the root zone aeration stability of existing Trees are not affected
and must provide existing Trees with a watering area equal to a minimum of one-
half (1/2) the crown area.
; . 2. Installation of snow fencing or polyethylene laminate safety netting shall be
placed at the drip line or at the perimeter of the critical root zone, whichever is
greater, of Trees and Woodlands to be preserved. No grade change, construction
activity, or storage of materials shall occur within the fenced area.
3. The Applicant and the Applicant's contractors shall take steps to prevent the
change in soil chemistry due to concrete washout and leakage or spillage of toxic
materials, such as fuels or paints. Washout areas must be identified on site and
: signage of those areas should be provided in the constructil?n area.
4. The Best Management Prac!ices recognized by the City shall be followed.
5. Structures, driveways, and parking facilities shall be located in such a manner that
the maximum number of Trees should be preserved.
E. MISCELLANEOUS
1, The removal of diseased Trees .or Trees seriously damaged by storms or other acts of
God is permitted.
2. No grading or building pennits shall be issued until the Applicant has installed proper
protective fencing around the Trees being preserved or protected and shall be
inspected by the City prior to approval.
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3. If the Applicant disagrees with the City staff decision with respect to the
interpretation or enforcement of this Subdivision, the Applicant may appeal that
decision by following the procedure established in Section 11.90 of this Code.
SUBMITTALS
Prior to approval of a Building Permit, the Builder/O'Nller shall provide the City of Shakopee
three conies of the Woodland & Tree Management Plan for each lot being developed. The Plan
; must be a surveyor scaled drawing consisting of the following:
1. Identify all trees and woodlands located from the rear Lot Line to the front of the Lot.
2. Indicate the woodland rating of the subdivision and how many trees are required for
replacement (Check with the Land Developer to determine if your Lot is in a High,
Medium or Low quality Woodland)
3. Identify any deciduous trees six inches or-greater in diameter at breast height (trunk) and
conifers 12 feet in height or more.
i 4. Show the location trees being removed, saved and or being added.
USE THE APPROPRIATE CODES ON THE DRAWING
Trees Subject for Removal (R) TREE SYMBOLS
Trees To Preserve/Save (8) 0 Deciduous tree
i New TreeslReplacement .(N) X Conifer tree
Fence protection at drip-line (-0"'0-0-0-0-)
Include on the surveyor scaled drawing
Name of Development: Block: Lot No.:
Property Address: Property Owner:
Builder Name: Builder Address:
Builder Phone Number (Cell & Fax no.) and Email Address:
WOODLAND RATING: HIGH MEDIUM LOW (circle)
~ HOME BUILDERS PLEASE NOTE
Acceptable Tree Fence Protection
i . Silt Fence (preferably orange) Black fencing requires staking marked as "Tree
Protection Fence"
i . PlasticfW ood snow fence.
. No machinery, excess dirt or construction materials are allowed within the fenced
tree areas or drip line.
. All fencing must be placed at the dripline of the tree.
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APPENDIX E
Permitting Process and Information
Federal Permit Programs
U.S. Army Corps of Engineers Section 404 Permit Program
Section 404 of the Federal Clean Water Act regulates through the US Corps of Engineers (COE)
the action of putting fill or dredged material into any water or wetland area. The applicant must
prove that there are no other alternatives and that mitigation can be accomplished. Mitigation
will create water or wetland areas having values-sufficient to offset the values lost because of the
fill. A national goal is to avoid any net loss of wetlands. Applicants who are proposing impact
to 'wetlands or waters need to obtain a permit from the COE.
State Permit Programs
MPCA .Construction Site Permits for Over One-Acre Disturbances
Any construction activity that disturbs one acre or more of land area is required to apply for an
MPCA NPDES permitw Construction activity includes clearing, grading, excavation, road
building, demolition, and construotion of residential houses, office buildings, commercial
facilities, or industrial buildings.
MPCA Water Quality Permits
For discharges of wastewater and construction dewatering.
DNR Protected Waters Permits
. Required to do any work which will change or diminish the course, current, or cross-
section of any lake, marsh or s:tre~ that is designated as a protected water or wetland on
the DNR's Protected Waters and Wetlands Inventory maps. Protected waters are all
water basins and watercourses that meet the criteria set forth in the Minn. Statutes
Section l03G.005, subd. 15. Protected wetlands.are types 3, 4, and 5 (Cowardin
classification~) .
. Required to do any work below the ordinary high water mark: draining, filling, dredging,
channeling, construction of dams, harbors or permanent offshore structures and
placement of bridges and culverts.
. DNR can establish a minimuIl?- protection elevation for water basins and a protected low
flow for watercourses.
DNR Water Appropriation Permit
Required to appropriate or use state waters for domestic use serving more than 25 persons and
for any other use which exceeds 10,000 gallons/day or 1 million gallons /year.
DNR Shoreland and Floodplain Zoning Regulations
DNR regulates lands adjoining protected waters and wetlands. Shoreland ordinances are .
required to specified counties and cities on a priority basis. DNR sets minimum land use
standards which local units of government must adopt and enforce through their zoning
ordinances, except that planned unit development must be approved directly by the DNR.
I Lewis M. Cowardin Classification of Wetlands and Deepwater Habitats of the United States] FWS/OBS-79/31. U.S. Fish and
Wildlife Service, U.S. Department of Interior, 1979.
K:\012 81-94 \Admin \Docs\S tonn Water M ana gemen t Plan \Permi t Programs. doc
. Shoreland zoning ordinances apply to all land within 1,000 feet of the shore of a
protected water basin or wetland and within 300 feet of a protected watercourse or
landward extent of a designated floodplain. Standards vary according to the water body
classification; standards include land use, lot size, lot width, structure setbacks and
sanitary system setbacks.
. Floodplain zoning ordinances apply to lakes and streams and cover all land inundated by
I DO-year storm events. The floodway is protected as it is needed to carry off the resulting
flows. Development along the floodway fringe ml1st conform to the City's shoreland
zoning standards as long as it remains protected from 100-year flood damage.
Watershed District Permit Programs
Prior Lake-Spring Lake Watershed District
The Prior Lake-Spring Lake Watershed District requires a permit for grading and storm water
management activities within district boundaries. The permit application is available on the
watershed district website at vV\vvv.plslwd.org/.
Lower Minnesota River Watershed District
The Lower Minnesota River .Watershed District does not have a separate permitting program.
The City's requirements are intended to meet the LMRWD's requirements so duplication in
permitting efforts is not needed.
,- Scott Watershed Management Organization
The Scott WMO does not have a permitting program within the City's boundaries. The City's
requirement are intended to meet the Scott WMO's requirements.
City of Shakopee
The City requires a permit for building activities, land disturbing activities, wetland alteration
and work within the right-af-way. Projects need to be in conformance with City ordinances, the
Comprehensive Water Resource Management Plan, the Wetland Conservati~n Act, the City's
most recent editions of its Design Criteria and its General Specifications and Standard Detail
Plates for Street and Utility Construction. Applications must be filled out to apply for a permit.
This information is available at the City of Shakope_e.
Right-of-way permit and .grading pepnit applications are available on the City's web site at
http://www .ci.shakopee.mn. us/~ublicworks engineer. cfm
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City ofShakopee 2030 Comprehensive Plan Housing
Introduction:
Employment projections prepared by the Metropolitan Council and Scott County point to Shakopee
remaining a major center for jobs in Scott County at least to the year 2030. As discussed in the
Economic Development chapter of the City's 2030 Plan, and in the face of limited funding for
transportation projects, an important strategy for both the City and Scott County is to increase the
percentage of residents who work injobs south of the Minnesota River from about 32% to 50% or
more. An important factor for achieving this goal will be the availability of a range of housing types
and costs.
In addition, since future growth may occur in areas that are currently in adjacent Jackson Township,
which is currently home to a number of manufactured housing parks (Bonnevista Terrace, Mobile
Manor, and Jackson Heights), the City will, at the time of annexation, need to evaluate the role of
housing in the overall housing mix for the City.
Livable Communities Act Participation:
On November 2, 1995 the Shakopee City Council first adopted a resolution of participation in the
Livable Communities Act (LCA). The LCA requires that all participating communities adopt
housing goals and provide a housing action plan (HAP) for the achievement of those goals.
Shakopee's original HAP committed the City to the following thresholds:
. At least 64 percent of ownership and 32 percent of the rental housing as affordable.
. At least 35 percent of the housing as units other than single-family detached.
. An owner/renter mix of 70 percent owner occupied and 30 percent renter occupied.
. Single family detached houses with a density of 1.9 units per acre and multifamily housing
with an average density of at least 10 units per acre.
Measured against the above-stated thresholds, the state of the City's housing is as follows;
. At least 64 percent of ownership and 32 percent of the rental housing is affordable.
The affordability of the City's housing stock is illustrated in the tables that follow in this
Chapter, indicating that these goals have been met.
. At least 35 percent of the housing as units other than single-family detached.
As of the end of 2005 about 46% of the City's housing was other than single-family detached,
while 54% was single-family detached. Thus this goal was met.
. An owner/renter mix of 70 percent owner occupied and 30 percent renter occupied.
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City ofShakopee 2030 Comprehensive Plan Housing
Based on Metropolitan Council estimates for April 2005, about 77% of housing in the City
was owner-occupied, while about 23% was renter-occupied. However, these estimates do not
take account of the trend over the last three years for significant numbers of townhouses (and
even single-family detached homes) that were developed to be owner-occupied units to
transition to rental units held by out of town owners. City review of some of these projects
revealed that as many as 25% of the total units in a project may now be functioning as rental
units, suggesting that the percentage is much more than the 23% reported by the Metropolitan
Council.
. Single family detached houses with a density of 1.9 units per acre and multifamily housing
with an average density of at least 10 units per acre.
Since 1996, new single-family detached plats have exceeded the HAP goal for density. Most,
though not all, attached housing development in the City in that period has been in the form
of townhouse development, which is typically at densities between 7 and 8 units per acre. In
recent years, the Metropolitan Council, as well as the City, has focused on the overall goal of
residential development being at 3 units per acre or greater. Shakopee annually reports its
plat activity to the Metropolitan Council and development in the City has been consistent with
those goals.
With this 2030 Comprehensive Plan Update, the City's HAP is updated, and is adopted in the Goals,
Strategies and Tactics that follow at the end of this chapter.
AFFORDABLE HOUSING NEED:
For the 2030 planning horizon of this Plan, the City has adopted the following, Metropolitan Council
projections for population, households and employment.
Population Households Employment
2000 20,568 7,540 13,938
2010 39,500 15,000 17,800*
2020 48,500 19,500 21,300
2030 52,000 31,500 22,800
. In 2008 Metropolitan Council staffhad indicated to Shakopee planning staff that the City had already exceeded
the 2010 employment projection.
The Metropolitan Council has identified a need between 2011 and 2020 for 2105 affordable housing
units in the City of Shakopee. It is important to note that this is an identified "need," and not a
specific production target. Cities in general and Shakopee specifically, do not produce housing.
Instead they work with the development businesses to set the stage and provide incentives for the
production of affordable housing. Among the ways that a City can set the stage for the development
of affordable housing is by guiding sufficient land to accommodate such housing.
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City ofShakopee 2030 Comprehensive Plan Housing
The City of Shakopee has been very successful in guiding land to accommodate affordable housing in
the past, and the City's 2030 Comprehensive Plan does so as well. According to Metropolitan
Council reports from 1996 to 2006 Shakopee was by far the most successful community in Scott
County, and in fact the Metro Region, in the production of affordable ownership units at 2,455.
The economic downturn that began in 2006 has resulted in substantial reductions in the value of
homes and townhomes in Shakopee that has probably significantly increased the number of
affordable housing units in the City. From June of 2007 to June of 2008, the average sale price of a
home in Shakopee dropped from about $259,000 to about $230,000, a decline of about 11 %. It
appears from a number of economic factors that these reductions in valuation will be relatively long-
lived, especially for townhouses.
In addition to guiding land in ways that allow for the development of affordable housing, the City can
continue to use official controls (such as the use of the planned unit development (PUD) approach) to
accommodate a variety of life cycle and affordable housing within the City.
IMP ACT OF SHAKOPEE MDEW AKANTON SIOUX COMMUNITY (SMSC) CONTROL
OF LANDS IN SHAKOPEE:
The Metropolitan Council has identified a need for 2105 new affordable housing units between 2011
and 2020. In the context of this plan, this translates for the City into an expectation that the City will
guide sufficient land so that it could accommodate this number of new affordable housing units by
2020. While the City has attempted to assure this is the case, there are unique factors that may have
an impact on the City's ability to assure that land guided to accommodate new affordable housing
development will remain available for housing purposes.
As of October 2007, the Shakopee Mdewakanton Sioux Community (SMSC) controlled (either
through control of trust lands or lands owned in fee) one-third of the developable land remaining in
the City of Shakopee. As late as October of 2008, the City learned of yet another acquisition, this
time of a 128-acre site in southern Shakopee.
Much of the SMSC' s land is concentrated in the eastern portion of Shakopee, which would have been
most readily served by municipal services. Those developable areas that do remain within the City
are more remote and difficult to service with municipal sewer and water, making it increasingly less
likely that they will, realistically, be available to meet affordable housing goals.
The effects of control of these by the SMSC has the following impacts on the ability of the City to
meet not only the City's overall growth projections, but also affordable housing goals;
. It is, at best, highly unlikely that any lands owned and controlled by the SMSC will be
available for the private development in general and the development of affordable housing in
particular.
. In light of the first impact, if the City is to meet its growth goals, and facilitate the
development of enough affordable housing to meet the Metropolitan Council's stated need, it
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City ofShakopee 2030 Comprehensive Plan Housing
will likely require substantial annexation of land from adjacent Jackson Township. These
annexations will require premature investment in the regional sanitary sewer system.
In the event that the Metropolitan Council is not in a position to make the regional investments in the
sewer system in a timely way, then it may be appropriate for the Council and the City to discuss
whether it is reasonable to continue to focus on the stated need of 21 05 units. This is especially the
case, because it seems clear that the SMSC plans future acquisition of additional lands in the City of
Shakopee, and annexation to replace these lands will not likely take place rapidly enough.
TH 41 AND FUTURE ANNEXATION:
MNDOT has prepared a "tier I" draft environmental impact statement (DEIS) for a new Minnesota
River crossing that would connect TH 169 to TH 312. As a part of the DEIS, the City stated its
preference for an easterly alignment of the new river crossing when constructed. The City's
preference was based on a careful balancing of the transportation, natural resource and other potential
impacts.
Of the six potential corridors studied in the DEIS, five would impact existing manufactured housing
parks on one or both sides of the Minnesota River. None of these parks are currently within the City
of Shakopee. The easterly alignments would impact the largest number of homes in these parks.
Given that funding for the new river crossing is not expected to be available for the next twenty (20)
to thirty (30) years, the City (as well as Scott County) requested that MNDOT and the Metropolitan
Council join with it and with the residents of these parks to identify strategies that would provide
either minimize the impacts on these residents or provide them with like housing alternatives in the
future.
ASSESSMENT OF CURRENT HOUSING STOCK
During the late 1990' s, the City experienced a significant increase in the percentage of new rental and
attached residential units constructed. This is reflected in the Fig H-l, while the breakdown from
2000 to 2006 is reflected in Fig. H-2. Despite changes in the mix of housing constructed in very
recent years, the percentage of attached housing in the City remains higher than its HAP goals.
~ NO. OF NO. OF DETACHED ATTACHED
RENTAL OWNER UNITS UNITS
UNITS UNITS
YEAR
1996 0 432 221 211
1997 52 329 140 241
1998 152 496 182 466
1999 120 645 252 513
Figure H-l: New Residential Construction by Type, 1996 to 1999
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City ofShakopee 2030 Comprehensive Plan Housing
NO. OF RENTAL NO. OF OWNER DETACHED ATTACHED
YEAR UNITS UNITS UNITS UNITS
2000 0 747 458 289
2001 72 619 442 249
2002 52 536 259 329
2003 203 885 705 383
2004 0 750 396 354
2005 79 591 352 318
2006 0 279 57 222
TOTAL 346 4,407 2,669 2,144
Figure H-2: New Residential Construction by Type, 2000-2006
Housing Values
While residential property values continue to increase in the City, they remain lower than adjacent
communities, with the result that the City has been fortunate to provide a good supply of affordable
housing. As can be seen in Table 3 below, median values for owner occupied homes in Shakopee
from 1990 to 2000 remained very close to or slightly below Metro Area median values.
Table H-3:
Median Value of Owner-
Occupied Housing
Shakopee Metro Area
1990 value $86,000 $86,111
1990 value in 2000 $' s $109,877 $110,018
2000 value $141,500 $140,507
(Source: Metropolitan Council, U.S. Census)
Median Values-Rental Units
Unlike owner-occupied units, rental units saw a real increase in median monthly rents between 1990
and 2000.
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City ofShakopee 2030 Comprehensive Plan Housing
Table H-4:
Median Gross Rent, 1990-2000
Shakopee Metro Area
1990 $487 $482
1990 value in 2000 $' s $622 $616
2000 value $700 $646
(Source: Metropolitan Council, U.S. Census)
Affordability
As can be seen from Table H-5 regarding gross monthly rent paid in 2000 in Shakopee and the
Region, the City had a higher percentage of rents in the $300-399 range, and from $600 to $1,249,
while only somewhat less in the very lowest rent categories. As can be seen in Table H-5, Shakopee
outperformed the Region in many of the more affordable ownership ranges, while lagging far behind
in the most expensive ranges of ownership housing.
Table H-5:
Gross monthly rent paid, 2000
(Greater percentages are indicated in bold characters)
Gross rent City of Shakopee Twin Cities Metropolitan
Region
Less than $200 60/3.9% 16,173/5.7OA.
$200-299 46/3.0% 10,783/3.8OA.
$300-399 78/5.1OA. 13,410/4.7%
$400-499 96/6.3% 29,251/10.3OA.
$500-599 158/10.4% 48,031/16.8OA.
$600-699 324/21.3OA. 51,119/17.9%
$700-799 346/22.7OA. 40,021/14.0%
$800-899 173/11.4OA. 28,045/9.8%
$900-999 98/6.4OA. 17,621/6.2%
$1,000-1,249 134/8.8OA. 19,383/6.8%
$1,250 or more 11/.7% 11.484/4.0oA.
Total renter units 1,524/100oA. 285,321/100oA.
(Source: Metropolitan Council)
6
City ofShakopee 2030 Comprehensive Plan Housing
Table H-6:
Value of owner-occupied units, county assessor's data for 2002
(Greater percentages are indicated in bold characters)
Value City of Shakopee Twin Cities Metropolitan
Region
Under $50,000 66/1.0% 17,765/2.2OA.
$50,000-74,999 76/1.2% 12,875/1.6OA.
$75,000-99,999 154/2.4% 34,558/4.4OA.
$100,000-124,900 676/10.7OA. 80,313/10.1%
$125,000-149,999 1,986/31.3OA. 154,971/19.6%
$150,000-174,999 1,787/28.1OA. 148,539/18.8%
$175,000-199,999 1,110/17.6OA. 97,360/12.3%
$200,000-249,999 1,025/6.2% 107,043/13.5OA.
$250,000-299,999 437/6.9% 55,566/7.0oA.
$300,000-399,000 293/4.6% 48,418/6.1OA.
$400,000-499,999 63/0.1 % 17,193/2.2OA.
$500,000 or more 4/.06% 17,391/2.2OA.
Total owner units 6,313 791,992/100%
It is clear from Table H-6 above, that as a percentage of units, the City of Shakopee has far fewer
units of housing in excess of $250,000 in value than the Region, but far more housing units in the
more affordable ranges of $100,000 - $200,000.
FISCAL TOOLS:
Because of the existence of the Scott County Community Development Agency (Scott CDA,
formerly Scott HRA), Shakopee has not established a separate housing development entity. Instead,
Shakopee is the largest municipal contributor through taxes to the Scott CDA. In fact, for several
years, the City's tax contribution to the Scott CDA has far exceeded the City's mandated ALOHA
contribution.
In addition, the City has partnered in the past with the Scott CDA on the development of an award-
winning mixed commercial and senior housing project in Downtown Shakopee (River City Centre),
and the approval of other CDA projects within the City, such as Bluff Avenue Urban Village, and a
proposed affordable housing project in connection with the next park and ride project, anticipated to
be located near the intersection of CRs 16 and 21 in Shakopee, though the future of this project has
become uncertain as a result of the SMSC's recent purchase of the property.
OFFICIAL CONTROLS:
The development ofa variety of housing types and styles which are obtainable to a broad range of
residents is facilitated by the City's adopted controls. Principal among these are its zoning regulation
and subdivision regulations found at Shakopee City Code Chapters 11 and 12, respectively. The
7
City ofShakopee 2030 Comprehensive Plan Housing
City's zoning ordinance makes available a variety of zoning districts that can accommodate a wide
variety of attached housing types, as well as single-family detached lots from about 6,000 square feet
in size upward. In addition, the ordinance's Planned Unit Development (PUD) process provides a
mechanism whereby greater zoning flexibility can be exercised by the City Council.
GOALS AND STRATEGIES:
Consistent with the City of Shakopee' s Vision Statement and adopted overall goals, the following
goals, and strategies related to housing are set forth.
Goal 1. Encourage and facilitate the provision of a variety of housing opportunities that
meet the lifestyle and economic needs of the city's diverse residents.
Strategy 1.1 Encourage the maintenance of the City's existing diverse housing
stock.
Strategy 1.2 Maintain a pattern of guided land uses that will allow for the
development of diverse housing types that meet lifestyle and economic needs in the
future.
Strategy 1.3 If and when land is annexed from adjacent township areas, work with
the township, Scott County, the Metropolitan Council and other agencies to preserve
life cycle and affordable housing in those areas, or if that is not possible, replace that
housing within the community whenever possible.
Strategy 1.4 The City's Land Use Plan will continue to identify areas for low-,
medium, and high-density housing development. (The table showing future land use
acreage can be found in the Land Use Chapter of this plan.)
Strategy 1.5 The City will continue to encourage innovative design, affordable
housing, and efficient use of land through the planned unit development (PUD)
provisions of its zoning ordinance.
Strategy 1.6 Promote and encourage residential design and development that takes
into account the City's important natural resources and Natural Resource Corridors.
Strategy 1.7 The City will use its planning, zoning, and other regulatory powers to
protect existing residential neighborhoods from incompatible uses.
Goal 2. Promote the maintenance of the existing stock of affordable housing, and the
development of new affordable housing opportunities within the City.
Strategy 2.1 Whenever feasible and required, cooperate with the Scott County
Community Development Agency (SCCDA, formerly Scott County Housing and
Redevelopment Agency) to facilitate its continued first-time home buyer program. An
8
City ofShakopee 2030 Comprehensive Plan Housing
example of such cooperation may be the offering of tax forfeit land to reduce the cost
of housing construction to facilitate the program.
Strategy 2.2 Cooperate with the SCCDA and non profit organizations such as
Christmas in May* Shakopee to coordinate the rehab of about six affordable homes per
year through available programs.
Strategy 2.3. Continue to invest (through the City's capital improvement
program/CIP) in high quality streets, sanitary sewer, water, surface water drainage
systems, parks, and other public facilities that help to preserve and enhance the value
of residential properties and neighborhoods, thereby encouraging private investment in
the maintenance and preservation of homes.
Strategy 2.4 Continue to support the Scott County Community Development
Agency (SCCDA, formerly Scott HRA) through the payment of a portion of municipal
property taxes.
Strategy 2.5 Wherever possible, partner with, or provide assistance to, the SCCDA in
the development of additional housing opportunities for low to moderate income
households.
Strategy 2.6 In response to the diminution of opportunities to plan for affordable
housing that result from continued SMSC acquisition of developable lands within the
City, plan for additional areas as they are annexed from Jackson Township that can
accommodate additional affordable housing alternatives to meet the City's projected
needs.
Goal 3. Encourage increased development opportunities for executive housing sites in
order to provide residential opportunities for all income levels.
Strategy 3.1 Promote and encourage residential design and development that takes
into account the City's important natural resources and Natural Resource Corridors.
Strategy 3.2 Identify areas within the developable areas of the city and adjacent
townships that are best suited for larger lot development encouraging the preservation
and integration of natural resources.
Strategy 3.3 Continue to monitor and adjust policies such as the Residential Project
Pointing Guide to ensure that proposed developments meet the goals and objectives of
the City.
9
Citv of Shakopee 2030 Comprehensive Plan Economic Development
Introduction:
Throughout its long history, the City of Shakopee has been a center of commercial
activity in Scott County. In the 1980s the City was viewed by the Metropolitan Council
as a "freestanding growth area." As growth and development has continued to move
outward from the core cities of Minneapolis and St. Paul, Shakopee is now designated a
MUSA community within the "developing area" of the Region. Nonetheless, the City
has a diversified local economy that includes the following;
. A still vital, historic downtown;
. Valley Green Business Park, one of the largest, privately-developed business
parks in the State of Minnesota;
. A strong entertainment and hospitality industry that includes ValleyFair!,
Canterbury Park, the Renaissance Festival;
. Newer commercial centers at CR 18/TH 169 and CR 17/TH 19.
Presently, the City of Shakopee is home to 43% of the jobs in Scott County, and the
County projects in its 2030 planning that the City will continue to supply that percentage
of Scott County jobs.
SCALE Jobs Initiative:
Currently, about 32% of jobs located in Scott County are held by residents of the County.
SCALE (the Scott County Association for Leadership and Efficiency) has adopted a goal
of having at least 50% of jobs located in the County held by residents of the County.
In part, this strategy is fueled by the apparent fact that there is an expected, continued
shortage of funds for needed transportation and transit projects, which in turn affects the
ability to attract and retain employees who have to commute across the Minnesota
River's few year-round crossings. The increased energy costs associated with
commuting also strongly suggest that there will be a future need to increase the
opportunity for residents to work closer to where they work.
Goal 1. Job Creation. Encourage job creation in the City of Shakopee that will
contribute to the overall SCALE goals of a) providing a sufficient number of jobs in Scott
County to make it ajobs center in the Twin Cities Metropolitan Area and b) having at
least 50% of all jobs in the County filled by County residents.
Strategy 1.1. The City of Shakopee will provide selective, efficient economic
incentives for relocation, start-up and expansion of businesses that create living wage
jobs.
Tactics:
1.1.1. The City Council will continue to apply, and revise as necessary, policies
for the use of tax increment financing, industrial revenue bonds and other
incentive tools to ensure they are used in a selective, fiscally responsible fashion
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Citv of Shakopee 2030 Comprehensive Plan Economic Development
to retain and attract employers.
Strategy 1.2. The City of Shakopee will maintain practices and regulations
which are not prohibitive to development, but which still protect the general welfare of its
citizens and the City's important natural resources.
Tactics:
1.2.1. The City will continue to use a pre-development meeting process to
inform developers of the ordinances and codes which may apply to their projects
and provide guidance that may help to eliminate unnecessary misunderstandings
and delay.
1.2.2 The City will continue to consider suggestions for improvement of the
City's development process and standards suggested by other cities practices,
developers, contractors, consulting engineers and the public.
1.2.3. Support organizational structures and programs to promote economic
development.
1.2.4. The City will participate in the future efforts of the Scott County
Economic Development Coalition to engage in business and jobs recruitment,
and general promotion of the area.
Strategy 1.3. The City will work to strengthen the Downtown and CR 101/First
A venue business areas.
Goal 2. Providing a positive environment for economic development. Provide
financially sound public facilities and infrastructure (such as roads, utilities,
communications facilities) that support continued business growth and City-wide
development.
Strategy 2.1. Maintain municipal fiscal health and an acceptable balance
between service quality and property tax rates.
Tactics:
2.1.1. Develop programs and policies that respond to the community's current
and future service and facility needs while maintaining the City's tax rates at reasonable
levels relative to neighboring cities and the Twin Cities Metropolitan Area generally.
2.1.2. The City recognizes that an important factor in the decision of where to
buy a house is the quality of the local school system. The City supports continued efforts
by the Shakopee School District (ISD 720) to improve quality and choice but
simultaneously urges the maintenance of reasonable taxation levels.
2.1.3 Support and encourage a community focus on tourism opportunities
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Citv of Shakopee 2030 Comprehensive Plan Economic Development
emphasizing year-round activities.
Strategy 2.2 The City will work to support, enhance, and expand the
entertainment and hospitality industries.
Tactics;
2.2.1. The City Council will support the continuation of the hotel/motel tax at
current levels.
2.2.2 The City will continue to use the Major Recreation Zone to allow existing
operations like ValleyFair! and Canterbury Park to function without excessive
review procedures, and to facilitate future recreation or entertainment ventures in
the City.
2.2.3 The City will work closely with the Convention and Visitor's Bureau, the
Downtown Partnerships and others to promote tourism in the City.
Goal 3. Maintaining and enhancing a vital downtown. Maintain downtown
Shakopee's function as the social and psychological center of the City.
Strategy 3.1 Initiate, participate in and/or encourage projects that bolster
community interest in the Downtown and riverfront corridor.
Tactics:
3.1.1 The City, will work to improve the use of Huber Park for activities that
would attract Metro Area residents and visitors to the other local entertainment
facilities.
3.1.2 The City HP AC will continue to develop and promote the historic walking
tour.
3.1.3 The Minnesota River waterfront will be opened up to more closely tie to
the Downtown retail core and attract customer traffic to the Downtown.
Strategy 3.2 The City will work with the private sector to enhance Downtown
Shakopee and the CR 101 corridor so that they complement one another.
Tactics:
3.2.1 Additional housing will be encouraged in the Downtown and adjacent
areas. New housing should be compatible with the core commercial area and use
similar setbacks and design.
3.2.2 The City (in cooperation with SPUC) will participate financially in the
evolution of Downtown Shakopee by providing and maintaining public facilities
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Citv of Shakopee 2030 Comprehensive Plan Economic Development
such as parking, streets, utilities, street lighting, landscaping.
3.2.3. A downtown parking study will be developed that assesses the parking
needs of the area. The study should include an assessment of the supply and
demand, location, time limits and the need/feasibility of a ramp facility.
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City ofShakovee 2030 Comvrehensive Plan Solar Access Protection
Minnesota's Energy Situation:
Minnesota is almost totally dependent on outside sources for its energy supplies,
producing only 0.2% fuel used in the state. Minnesota pays more for fuels than some
other states and is more vulnerable to possible supply disruptions. The former Minnesota
Energy Agency had developed forecasts of the supply/demand relationship in the year
1995. Its baseline forecast assumed that energy users would respond to higher energy
prices by 1) reducing their consumption or switching to lower priced fuels, b) that there
would be some energy conservation, and c) that economic growth would continue.
There are three basic strategies that may eliminate or postpone the forecasted gap
between energy supply and demand:
. Increase supplies of traditional fuels;
. Increase conservation efforts;
. Develop additional supplies of energy from non-traditional sources.
These strategies will undoubtedly all be pursued to some extent. Shakopee can playa
role in energy conservation and encourage use of non-traditional methods. In the last few
years, Shakopee's City Council has expressed its own commitment to energy
conservation through its budgeting for conservation and new, green technologies for city
buildings as well as exploring regulations that facilitate their use in private construction.
Residential Sector:
The residential sector accounted for 16% of all primary fuel used and 38.2% of all
electricity consumed in 1975, for a total of 26% of all primary energy used. In the
breakdown of energy use in Minnesota homes, it can be seen that space heating and hot
water heating account for over 80% of the energy use. Energy conservation in these
areas can be an extremely important factor in reducing residential energy consumption.
Energy Use in a Minnesota Home
Ener2\' Use Percenta2e
Space Heating 70
Hot Water Heating 14
Lighting/ Appliances, etc. 8
Cooking 4
Clothes Drying 4
TOTAL 100
(Source: MN State Energy Agency)
Since the age of a structure is a big factor in how much energy loss is present, the degree
of conservation methods required will vary from structure to structure.
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City ofShakovee 2030 Comvrehensive Plan Solar Access Protection
Landscaping for Energy Efficiency:
Trees, shrubs, turf and other ground covers are among the best exterior solar and wind
control devices. During summer months vegetation controls reflection/absorption of heat
radiation, provides shade for walls and ground surfaces, and creates insulating dead air
spaces. Plants can insulate buildings from intense heat and protect cooling equipment
from the effects premature wear that can be the result of rapid exterior temperature
changes. Plants serve double duty by absorbing day heat and then releasing it slowly at
night, thereby cooling daytime temperatures and warming and moderating evening
temperatures. Overstore deciduous trees can provide cooling effects during warm months
while allowing maximum solar penetration during cooler seasons.
Vegetation can be effectively used for intercepting, diverting or lessening the impact of
wind. Thus, the climate around structures can be greatly modified by the control of air
movement. Depending upon the desired control, plants can provide obstruct, guide,
deflect, or allow the infiltration of air. Landscaping can, thus, be a significant factor in
microclimate control in and around buildings. Landscaping is given a very practical role
while at the same time increasing adding beauty and overall quality to developments in
the City.
Solar Access:
The Metropolitan Land Planning Act requires municipalities to address solar access in
their Comprehensive Plans and regulations. As an alternative energy resource, direct
solar radiation using simple flat-plate collectors has the potential to supply one-half of
Minnesota's space heating, cooling, water heating and low-temperature industrial process
heat requirements, according to the MNEA.
It is important to begin planning now for solar access. The City should consider not only
the existing available technology for solar access, but also regulatory devices for
protecting solar access which may need to be enacted in the future.
In the use of any solar energy system, the most important factor involved is the assurance
of direct access to sunlight. The required level of access to sunlight varies according to
the type of solar heating system used.
. Rooftop Protection. Protects the sunlight falling on south-facing rooftops of
structures and favors the use of active solar energy systems for both space and
domestic water heating. It is also useable by some types of passive space heating
systems, such as skylights or clerestory systems with internal heat collectors and
storage media.
. South Wall Protection. Protects the rooftops and south walls of structures and is
suitable for passive solar energy systems.
. South Lot Protection. Protects the rooftops, south wall and south lot adjacent to
H:\ComPlan2008\draft chapters\Solar Access\Solar Access 09082008.doc 2
City ofShakovee 2030 Comvrehensive Plan Solar Access Protection
the south wall and offers everything south wall protection offers with the
additional possibility of using solar greenhouses, solaria, and reflective surfaces to
increase the efficiency of both active and passive heating systems. Snow or light
colored patios are examples of reflective surfaces.
. Detached Collector Protection. Protects only part of a lot for use by detached
collector systems. It almost always favors active solar systems, especially those
using a fluid to transfer heat from the collector to the dwelling. Detached location
could be a site for a free standing collector or a garage or accessory building roof.
As solar access protection moves from the rooftops down to ground locations on the lot,
the restrictions on adjacent land to the south become more severe. As a collector moves
closer to the ground, it becomes more susceptible to shadows from adjacent vegetation
and buildings.
In the northern states the problems of solar access are more severe because of the lower
winter solar altitude (the height of the sun above the horizon). It may not be possible in
many cases to protect 100% of a structure's solar access for the full 12 months of the
year, and compromises must then be made.
At low solar altitudes, the atmosphere itself absorbs considerable sunlight. Solar altitudes
below 12% are essentially useless for solar energy collection. Approximately 88% of the
sun's energy reaching the surface in the Twin Cities area on December 21 falls between
9:00 a.m. and 3:00 p.m.
The guidebook, Protecting Solar Access for Residential Development, recommends that
cities consider south wall access as an objective for local solar access policies. The
passive solar energy systems which south wall access make possible are often less
expensive to install and operate than active systems. Also, the option is open to use the
roof or south wall for active collectors. In high-density districts with varied building
heights, south wall and sometime even rooftop solar access may be difficult to protect.
High rise buildings can be buffered from lower buildings by greenbelts, highways, or
other land uses that do not require a high level of solar access.
The guidebook also states that good solar access does not justify sprawl - producing large
lot zoning because reasonably high housing densities can be achieved in many areas
without sacrificing solar access, provided the housing is carefully sited and oriented.
Shakopee's zoning standards permit relatively high single-family (up to 5 DU/A) and
medium-density residential development (up to 8 DU/A) without sacrificing
opportunities for solar access.
Trees and Access to Direct Sunlight:
If solar access is to be assured, then trees must be of a suitable type and be placed
correctly on the property. There are situations where the energy savings of tree shade
during the summer months exceed the energy savings by allowing the maximum solar
H:\ComPlan2008\draft chapters\Solar Access\Solar Access 09082008.doc 3
City ofShakovee 2030 Comvrehensive Plan Solar Access Protection
access to a solar heating system. The amount of sunlight that can be blocked by a leafless
deciduous tree can vary from 20 to 80% of available radiation, depending on the species
of tree. When trees are planted, the mature height of the tree, its location, its shape, its
leaf-out and leaf-drop characteristics and its winter bare-branched shading should all be
taken into consideration.
Tools Available to Protect Solar Access:
The private and public sectors both have options available to them for the development of
solar access.
Private Action:
Lot size, orientation of existing homes to the sun, tree masses on or adjacent to the site,
and size and type of collector to be installed all playa role for the private sector. Lots
with two or more acres normally allow a variety of operations for the individual to
control solar accessibility. Pitched roofs oriented to the south or south-facing walls
provide the greatest solar access. Private developers can orient multiple-family structures
to the extent that placement of buildings or design of structure maximizes southern
exposures. Maximizing the amount of windows on the south side and minimizing
openings on the north and northwest sides of buildings maximize energy efficiency.
Public Action:
Since subdivision and zoning regulations are the basic tools for protecting solar access at
the local level, maximum effort should be used to identify and minimize potential
obstacles to providing solar access by changing those regulations. The City of
Shakopee's zoning regulations already accommodate the use of solar energy equipment,
especially in residential developments. Future advances in solar technology may suggest
additional changes, and the City will be open to making those changes as necessary.
Traditional orientation of gridiron or curvilinear street patterns may not optimize the
potentials for solar access. Conventionally speaking, east-west streets will provide
housing with southern exposure. Since subdivision regulations for street design cannot
be restrictively applied in every case, density credits or other incentives will be necessary
to encourage the private sector to present development proposals with potentials for solar
access. Other considerations include:
. Flexibility to follow topography;
. Flexibility to preserve natural features;
. Flexibility of other design techniques such as cluster housing; and,
. Flexibility when circumstances prevent solar access (i.e., shading of higher
buildings) .
H:\ComPlan2008\draft chapters\Solar Access\Solar Access 09082008.doc 4
City ofShakovee 2030 Comvrehensive Plan Solar Access Protection
Generally speaking, however, is that when a street system is designed to permit sufficient
solar access, few problems result in the installation of solar collectors on existing
structures.
If east-west street systems are not always possible, for environmental or other reasons,
the siting of buildings may have to be adjusted.
Commercial/Industrial Concepts:
Many of the techniques described above can also be applied to the commercial/industrial
sector. However, there are significant problems and challenges, and different solutions
may be necessary because these types of land uses contain greater building massing.
The needs of various industries and location imperatives for buildings can make it
difficult to guarantee low profile buildings in an industrial setting. Careful site selection
and sensitive orientation of buildings will still be necessary.
Vast expanses of roofs and parking lots and heat losses from certain manufacturing
processes create microclimates in a heavily developed industrial park. These elements
increase the problems of cooling the buildings in the summer and protecting them from
the cold winter winds.
Co-generation:
Basically this means that heat or steam produced as a by-product in an industrial process
is harnessed and forced into an on-site turbine, which runs a generator; this escaping
steam is put to use. Electricity produced can supplement conventional sources or can be
shared by other nearby users. Peak demands are reduced while cost savings can also be
realized.
District Heating:
This concept is not new but is making reappearance. Steam or hot air by-products are
recycled into the originating building or surrounding buildings as a source of heat. 3M
Chemolite currently heats specific buildings in this manner.
H:\ComPlan2008\draft chapters\Solar Access\Solar Access 09082008.doc 5
City ofShakovee 2030 Comvrehensive Plan Solar Access Protection
Goals, Policies and Objectives
Goal 1. The City will support, plan for and encourage the use of solar
energy as an alternative energy source.
Objectives:
1.1. Review and modify the zoning ordinance and other relevant city regulations as
necessary to remove barriers to the use of solar energy systems and to ensure
access to solar energy. Specific items that should be reviewed include; building
heights, building setbacks, performance standards for solar access, site plan
review, vegetation controls and incentives.
1.2. Review and modify zoning and subdivision regulations as necessary to ensure
that as many new lots in the city as possible offer proper solar orientation.
H:\ComPlan2008\draft chapters\Solar Access\Solar Access 09082008.doc 6
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SHAKOPEE 2030 COMPREHENSIVE PLAN UPDATE
RESPONSE TO COMMENTS
Version dated December 9, 2008
(Note: responses to comments are in italics)
Introduction:
The City of Shakopee received a number of comments on its draft 2030 Comprehensive
Plan from both the Metropolitan Council and adjacent jurisdictions. These comments are
reported below, and responses to the comments provided. This information is being
submitted to the Metropolitan Council as required as a part of its 2030 Comprehensive
Plan submittal.
Metropolitan Council Comments:
General Issues and Land Use
The Plan needs to provide the following:
. Residential density, expressed as unit per acre, should be given for each residential
category (rural; urban reserve; low; medium; high; etc.).
. Household forecasts for chapters relating to land use, housing, transportation, wastewater,
water supply, etc. Forecasts need to be consistent throughout the document. The City
needs to use the Council's forecasts, or request a meeting and gain agreement on using
forecasts different than those contained in the systems statements.
RESPONSE: A new section has been added describing the allowed densities within the
residential land use categories. This section immediately precedes the section on City zoning
categories.
Before submittal, the City's plan and its various chapters will be revised for consistency in
use of Metropolitan Council projections for population, households and employment for
those areas that are within the City ofShakopee currently. These projections are also
included in the overall introduction to the 2030 Comprehensive Plan. Where the Plan
contains projections for areas that are not now within the City of Shakopee 's jurisdiction,
and which are currently within Jackson or Louisville Township, they are for general, long-
term (i. e. post-2030) planning purposes for the City, the townships and Scott County. These
projections are not required by the current land use planning mandate, and the City is not
requesting either Metropolitan Council review or approval of those projections at this time.
Nor is the City seeking approval of land use guiding for lands that are not currently within
the current City limits.
The City's land use plan utilizes the Metropolitan Council projections for area currently
within the City of Shakopee 's limits. It is the City's understanding that Council staff did not
consider possible future annexations in developing these projections. Other chapters
(sanitary sewer, transportation, housing) are also predicated on the Council's projections for
the 2030 planning horizon), and it was felt (especially after meetings with Council
Environmental and Transportation staff early in the process of developing the City's plan) it
was not necessary to reiterate this information several times. However, in response to the
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 1
Council's comment, these projections are now incorporated into the various chapters of the
City's 2030 Comprehensive Plan.
More importantly, the comment seems to ignore the explicit statements in the Plan regarding
the City's projections that go beyond City boundaries that the City is not seeking review or
approval of those portions of the Plan, including projections, that involve areas that are
currently in the adjacent townships.
. Developable acreages with the existing City limits and within the areas covered by
orderly annexation agreement within the City's control.
. Address aggregate resource protection; historic preservation; and solar access.
RESPONSE: A section discussing aggregate resources has been added to the land use
plan. The vast majority of aggregate resources within the City's limits are now owned by and
under the control of the SMSC, so the future availability of those resources for use is at some
question, and for all practical purposes cannot be affected by City action. Use of those
resources must be balanced against the preservation of other natural resources identified in
the Natural Resources chapter of the Plan.
Historic preservation is explicitly addressed in the Land Use element of the Plan, both in
those sections that deal with the older districts in Shakopee (i.e. Downtown, Riverfront/First
Avenue, Marschall Road, and West End) and in the goals and strategies found in the Land
Use chapter.
. An implementation chapter as described in the Council's Local Planning Handbook.
. A corrected "Land Use Acreage Table, prepared Nov. 2006" (the figures in the Land Use
Table dated 2006 do not add up).
RESPONSE: At the time of submittal, the City's Capital Improvement Plan (CIP),
which is currently under development, will be submitted with the Plan.
. Clarify in the Land Use Table if future annexations are included. It is recommended that
the City use the example provided in the Local Planning Handbook templates,
specifically Land Use Table in 5- Year Stages.
RESPONSE: The land use table now included in the Land Use section of the 2030
Comprehensive plan has been revised to be responsive to this comment. The City does not
have an orderly annexation agreement with Louisville Township, and thus is not in a position
to be able to predict with any accuracy when, and if, any of that township might be annexed
to the City. While the City does have an orderly annexation agreement (OAA) with Jackson
Township, that agreement does not include a specific staging plan for annexations. The pace
of annexations will depend to a large extent on the length of the current economic cycle, as
well as the pace of land acquisition within the City by SMSC. Since the SMSC annually is
acquiring substantial additional lands within the City, and since those acquisitions de facto
remove acquired lands from availability for development under the City's jurisdiction, it is
difficult to determine when and where annexation in Jackson Township might occur.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 2
Housing Element - Linda Milashius (651-602-1541)
Findings:
. The plan acknowledges the City's share of the region's affordable housing need for 2011-
2020 - 2,105 units.
. The plan cites the City's official controls it uses to assist in the development of affordable
housing including its zoning and subdivision regulations. It also notes examples of past
Partnerships with the Scott County Community Development Agency (CDA) on
affordable housing developments.
. The plan provides an implementation plan for addressing it's affordable housing need
including continued coordination with the Scott County CDA to facilitate the first-time
home buyer program and a home rehab program, continued investment through the City's
capital improvement program, and notes that Shakopee is the largest municipal
contributor through taxes to it's local Housing and Redevelopment Authority (the Scott
County CDA).
Issues:
. Plan needs to include household forecasts.
RESPONSE: Before submittal, the City's plan and its various chapters Were revised
for consistency in use of Metropolitan Council projections for population, households and
employment for those areas that are within the City of Shakopee currently. Where the Plan
contains possible longer term projections for areas that may be within Jackson or
Louisville Township, they are for general, long-term planning purposes for the City, the
townships and Scott County, and the City is not requesting either Metropolitan Council
review or approval of those projections at this time. The City likewise not seeking approval
of land uses designated for areas outside of the City's current jurisdiction.
. Existing and future boundaries of the City need to be clarified.
. Amount of developable land within the City's control needs to be identified. The plan
states that about one-third of the identified developable land remaining in the City is
controlled by the Mdewakanton Sioux Community.
RESPONSE: The City's existing boundaries are clearly set forth in the mapping that is
a part of the overall Plan, and there is no need to replicate that mapping in the Housing
chapter. Because annexationfrom Jackson Township is accomplished on an owner-petition
basis, and because the placement of lands in trust for the Shakopee Mdewakanton Sioux
Community (SMDC) is wholly outside the City's control, other than depicting Jackson
township (which is included in the Land Use chapter) there is no reliable way for the City to
predict incremental changes in the City's boundaries from 2008 to 2030. It is important to
note that while lands held in trust for the SMSC may technically remain within the City's
boundaries, the City retains no planning or regulatory authority over such lands. Based on
past experience, those lands that are owned in fee by the SMSC de facto become unavailable
to meet the growth demands in the City of Shakopee.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 3
Wastewater - Donald Bluhm (651-602-1116)
. Demographic projects - The plan projects future growth for the existing corporate limits
of Shakopee; an area of Jackson Township that may be annexed in the future as part of an
orderly annexation agreement; and a portion of Louisville Township for which the City
does not have an orderly annexation agreement. The growth projections throughout the
report do not include household projections, and vary from chapter to chapter. In general,
the growth projections for the City are lower than those provided to the City as part of its
system statement. The growth projections for Jackson and Louisville Townships are
higher than those provided to the townships as party of their system statements. Since
these projections are used by the Metropolitan Council Environmental Services (MCES)
as the basis for providing future wastewater services to the City, an agreement on the
specific numbers to be used as part of its plan must be made before the Council can
approve the Sewer Plan.
RESPONSE: Before submittal, the City's plan and it's various chapters were revised
for consistency in use of Metropolitan Council projections for population, households and
employment for those areas that are within the City of Shakopee currently. Where the Plan
contains possible longer term projections for areas that may be within Jackson or
Louisville Township, they are for general, long-term planning purposes for the City, the
townships and Scott County, and the City is not requesting either Metropolitan Council
review or approval of those projections at this time.
. The wastewater flow projections in the plan are inconsistent with the growth projections.
It appears that the City has projected its wastewater flow using a flow number based on
full urbanization of the total acreage available for development. These saturated flow
projections are then shown as total flow in the initial year of the development. The
MCES has recognized the need to make interceptor improvements within the City. To
provide for the future needs of the City, flow projections (by connection point to the
interceptor system) must be made based on projected growth within each sewer shed to
allow the Council to stage its improvements. Appendix 8 needs to be revised to reflect the
flows by connection point.
. The plan has identified several alternative sewer systems based on whether a Regional
Wastewater Treatment Plant (WWTP) is constructed in Louisville Township or not. It is
the Council's intent to construct a WWTP in Louisville Township some time after 2030.
The City needs to work with the MCES in the planning of its system to take advantage of
interceptor capacity and minimize the need to build redundant trunk sewer systems.
. The plan identifies a portion of the City being potentially served through the City of Prior
Lake. The Prior Lake interceptor was not designed to provide wastewater services to
portions of Shakopee through Prior Lake. For this alternative to proceed, the MCES will
have to meet jointly with the City of Shakopee and the City of Prior Lake to review the
availability of capacity within the wastewater systems.
. The Comprehensive Plan has internally inconsistent wastewater flow projections.
Multiplying the population forecast on page 9 of Chapter 4 (Table 5.2), by 75 gallons per
connection per day, yields a sewer flow of 5.74 million gallons per day (mgd). Page 17
of Chapter 4 shows a daily projected flow of 12.39 mgd. The table - Appendix 8 - 5 year
Incremental Future Flows, show a total flow of approximately 6.4 mgd.
RESPONSE: The sanitary sewer chapter has been revised to address the comments provided
above.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 4
Individual Sewage Treatment Systems - James Larsen (651-602-1159)
The submission indicates on Figure 3-3 that there are a number ofISTS operating in the City that
are expected to continue to remain in use well into the future. The City's previous (2002)
comprehensive plan update indicated that the City had turned over ISTS program oversight
responsibility to Scott County. Section 3.4 of the draft plan needs to be revised to include a
current estimate on the number ofISTS currently in operation in the City, and either a
confirmation that Scott County is still overseeing the operation and maintenance ofISTS within
the City, or an overview of the City's ISTS management program. An ISTS program needs to
incorporate a 3-year cycle of inspection/maintenance for all systems, maintenance tracking of all
systems, a notification system to remind ISTS owners when to inspect/maintain their systems,
and an enforcement element to insure the maintenance was performed in a timely fashion.
Council staff also request that the City provide a copy of their current ISTS ordinance (ifutilizing
one different from Scott County's ordinance) with the plan update.
RESPONSE: A statement confirming that Scott County administers the ISTS program for the
City ofShakopee has been included in the plan submitted to the Council.
Surface Water Management - James Larsen (651-602-1159)
Surface Water Management issues in the City of Shakopee are overseen by the Lower Minnesota
River and Prior Lake Spring Lake Watershed Districts, and the Scott County Watershed
Management Organization. The Scott County watershed plan was approved by the Board of
Water and Soil Resources (BWSR) in 2004. The Lower Minnesota River and Prior Lake Spring
Lake watershed plans were approved by BWSR in 1999. The Council reviewed the City's local
surface water management plan (LSWMP) update in January 2007. The City will need to
indicate when the plan was formally adopted, and submit a final copy of their adopted LSWMP-
incorporating all modifications made subsequent to Council staff's draft plan review in January
2007.
RESPONSE: A copy of the adopted LSWMP is being provided with the City's submittal
Regional Parks - J an Youngquist (651-602-1029)
Regional Trail:
The Scott County West Regional Trail is a proposed trail that would connect Murphy-
Hanrehan Park Reserve, Cleary Lake Regional Park, Spring Lake Regional Park, and the
Minnesota Valley State Trail. A portion of the regional trail is in the City of Shakopee.
As part of the regional parks system, it will be eligible for regional parks funding through
the Metropolitan Council. The trail will be developed by Scott County.
. This trail is described in the Transportation chapter of the comprehensive plan,
but should be described in the Parks chapter, also.
. The trail should be labeled on the Regional Facilities map.
State and Federal Park Units:
The Minnesota Valley State Trail and Recreation Area and the Minnesota Valley
National Wildlife and Recreation Area are State and Federal park and open space units
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 5
within the City of Shakopee. While they are considered part of the regional recreation
open space system, they are owned and operated by the Minnesota DNR and the US Fish
& Wildlife Service. These units are not eligible for regional parks funding through the
Metropolitan Council.
. These park and trail units should be described in the Inventory and Analysis
section of the Parks chapter. This section was incomplete in the draft
comprehensive plan submitted to the Metropolitan Council.
. These units should also be labeled on the Regional Facilities map.
Because there is a distinction between regional and state/federal park and open space
units with respect to administration and funding, the following revisions are
recommended in order to provide more clarity in the comprehensive plan:
. Trail Facility Projections and Needs (p. 3-11). The third category of trail
classifications should be changed to "Regional/State Trails." This category
would then also need to be updated in Figure 3.4 "Projected Trail Facility Need
and Associated Cost." This would acknowledge the State trail in Shakopee, but
would not require the linear feet to be individually determined for the regional
trail and the State trail in the table.
. Regional Facilities Map and Preliminary Search Areas and Trail
Connections Map
0 The Scott County West Regional Trail and the Minnesota Valley State Trail
should be labeled on the maps.
0 The Minnesota Valley State Recreation Area and the Minnesota Valley
National Wildlife and Recreation Area should be shown and labeled on the
maps.
0 The map legends should be changed to "Existing Regional/State Trails" and
"Proposed Regional/State Trails."
0 There is a gap in the Scott County West Regional Trail through downtown
Shakopee. This proposed trail will link to the Minnesota Valley State Trail.
Please refer to your system statement for the trail alignment and update this
segment of the trail on the maps.
0 In the southeast corner of the maps, the Scott County West Regional Trail
appears to end at Highway 13. The trail should be extended to the edge of
the maps to reflect that the trail continues on. The correct alignment of the
trail should be confirmed with Scott County Parks Department.
0 The trail shown in the northwest section of the Regional Facilities map, in
Chanhassen and Eden Prairie, appears to end at Riley Lake. This is the
Minnesota River Bluffs LRT Regional Trail, which follows the former
railroad corridor. The trail should be extended to the edge of the map to
reflect that the trail continues on.
0 The maps show a proposed regional trail along County Road 101 from the
Highway 101 bridge to the Highway 169 bridge. The Metropolitan
Council's 2030 Regional Parks Policy Plan does not identify a regional trail
in this area; therefore this proposed trail should be removed from the maps.
0 The maps show a proposed regional trail to the southwest of Shakopee past
Gifford Lake. The Metropolitan Council's 2030 Regional Parks Policy Plan
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 6
does not identify a regional trail in this area; therefore this proposed trail
should be removed from the maps.
0 The maps show a proposed regional trail extending to the northwest from
Highway 169 in Eden Prairie. The Metropolitan Council's 2030 Regional
Parks Policy Plan does not identify a regional trail in this area; therefore this
proposed trail should be removed from the maps.
0 The location of the Minnesota Valley State Trail does not appear to be
accurate on the maps. Additionally, it is shown as a proposed trail instead of
an existing trail. The location of the trail should be corrected on the maps.
GIS files of the trail can be obtained from the Minnesota DNR website at:
Household and Population Forecasts - Todd Graham (651-602-1322)
Here are additional issues and findings:
. The analysis in Section 5.1, Projected Residential Growth, is unclear in that it discusses
using varying forecasts for different chapters of the plan. All sections should use the
same forecasts.
. Table 5.2 and Table 5.4 of that section present population projections that are not the
Council's. The numbers are lower by several thousands. Part of this may depend on
what City considers covered by "existing Shakopee boundaries."
. Household forecasts are not mentioned anywhere in the document. Those need to be
included, along side the population forecasts.
. The Plan implies that the Council's System Statement forecasts are high. Council staff
have re-examined Council's households forecast: and confirm the 2030 forecast number.
In the notebook tab #6 section of the Plan, there is a spreadsheet with MUSA-serviced
acreages, including: acres in MUSA, acres that will be added 2007-10, 2010-20, and
2020-30. Summing up the numbers, there are: 7,560 acres of SF Residential planned use
(also 720 MF Residential) in 2030 MUSA within "existing Shakopee boundaries." (Also
a larger land supply 9,329 acres SF Residential + 98 acres MF Residential in areas to be
annexed - but that's a footnote for now.) Using Met Council forecast multipliers, the
residential planned land use within "existing Shakopee boundaries" can accommodate
Met Council's forecast of21,500 households.
Before submittal, the City's plan and it's various chapters were revised for consistency in use
of Metropolitan Council projections for population, households and employment for those
areas that are within the City of Shakopee currently. Where the Plan contains possible
longer term projections for areas that may be within Jackson or Louisville Township, they
are for general, long-term planning purposes for the City, the townships and Scott County,
and the City is not requesting either Metropolitan Council review or approval of those
projections at this time.
Employment Forecasts - Regan Carlson (651-602-1407)
From 2000-2007, the City grew from approximately 14,000 jobs to 18,000, above the Council's
2010 forecast.
The City may request an increase. However, if the City were to base projections on the trend
since 2000 it would be over-stated.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 7
The Plan uses data from the Department of Employment and Economic Development (DEED).
Before submittal, the City's plan and it's various chapters were revised for consistency in use
of Metropolitan Council projections for population, households and employment for those
areas that are within the City of Shakopee currently. Where the Plan contains possible
longer term projections for areas that may be within Jackson or Louisville Township, they
are for general, long-term planning purposes for the City, the townships and Scott County,
and the City is not requesting either Metropolitan Council review or approval of those
projections at this time.
Aviation - Chauncey Case (651-602-1724)
The Plan is complete for aviation. Staff suggests the City add to the end of the first paragraph in
section 2.6 that (the last sentence in that paragraph now reads "Flying Cloud is approximately one
mile north of Shakopee.") the northern edge of the City is within the Flying Cloud Airport
"Influence Area" requiring coordination with the Metropolitan Airports Commission (MAC) to
implement airport-specific zoning.
The suggested changes will be incorporated into the version of the plan that gets submitted to the
Council for formal review.
The MAC will be finalizing a long-term comprehensive plan update for the Flying Cloud airport
and the Council will also be reviewing the Long Term Comprehensive Plan, which includes
airport zoning. The Council will also be reviewing the airport influence area definition in its
update of the Transportation Policy Plan, thus, trying to increasing the City's awareness now on
including some text about the Influence area. The City's Plan contains the general airspace
notification; but it is not clear if there is a local implementing ordinance.
Water Supply - Sara Bertelsen (651-602-1035)
Shakopee's water supply plan is complete. Shakopee Public Utilities Commission actually
already submitted Shakopee's water supply plan in 2006, to meet the Department of Natural
Resources' water supply plan deadline.
Transportation - Mark Filipi (651-602-1 725)
Transportation staff has identified the following issues with the Plan:
. Population, household and employment in the City of Shakopee need to be allocated to
Transportation Analysis Zones (T AZs). The Local Planning Handbook only requires
data for 2030, but we would like to receive 2010 and 2020 as well.
RESPONSE: The chapter has been revised to address the comment, and the location of the
information is noted on the submittal form.
. Figure 2.2 presents the "Existing Roadway Functional Classification" for Shakopee.
However, it does not appear to be consistent with Council data. CSAH 16 and its
extension to the west are shown as an "A Minor Reliever" on Council maps, not as a "B"
Minor Arterial as in the Shakopee submittal.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 8
RESPONSE: Thefigure has been reviewedfor consistency with Metropolitan Council
information as of November 2008. It is noted on page 5 of the plan that CSAH 16 is a reliever
roadway.
. There needs to be a map or maps showing both the existing and proposed number of
lanes for minor arterials.
RESPONSE: Mapping scales do not provide for effective "mapping " of lanes, however the
Plan includes typical sections for minor arterials at Fig. 6.3-1
. Figure 2.4 has the title "2005 Daily Traffic Volumes", but the legend states that it is 2004
data. This inconsistency should be corrected.
RESPONSE: The Existing Traffic Volumes map has been corrected, and is now Figure 2.5.
. Information about the modeling is stated to be in" Appendix B" which was not contained
in the material submitted. The text of the plan on page 20 states that the "traffic
modeling ...utilized a program called Viper, which is the current version of Tranplan."
Viper is a visual interface, not travel modeling software. It interfaces with TRANPLAN.
The region has not used TRANPLAN as its modeling software since 2004, when the
Regional Travel Demand Model was shifted to TP+. Because of this difference, Council
staff is concerned with the subsequent statement in the document that the "Shakopee
transportation model was designed to be consistent with the Metropolitan Council
Regional Transportation Model."
RESPONSE: At page 23 of the Plan, it is noted that TP+ is the model used by WSB in the
analysis.
. The Local Planning Handbook states: "The local transportation plan must identify the
design capacity of the local, county and regional road network and document whether
anticipated growth will exceed capacity." While the Shakopee plan includes 2030
forecasts and provides a list of the improvements identified as needed in the future, there
is no documentation of the analysis conducted to arrive at the need for these
improvements.
RESPONSE: This comment is addressed in Section 5.4. of the revised Plan.
. Section 6.3 of the Shakopee plan lists a number of proposed functional class changes.
The City needs to note that merely submitting the plan to the Council for review and
approval will not result in changes to functional classification. Requests for changes of
functional classification of a roadway need to be addressed to the Transportation
Advisory Board.
RESPONSE: The City acknowledges the comment and the process that would need to be
followed to effectuate those changes.
. Staff finds no discussion of potential safety issues, except as they relate to pedestrian
safety.
RESPONSE: Safety is addressed in Section 6.5 at page 31, and is an inherent element of the
City's official subdivision controls and adopted Design Criteria.
. Should Shakopee wish to pursue federal transportation funds to construct bicycle or
pedestrian facilities, the "Non-Motorized Transportation" section of the plan and
supporting illustrations need to be brought into consistency with the "Bicycle and
Pedestrian Requirements" of the Local Planning Handbook.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 9
RESPONSE: The comment is acknowledged. The vast majority of the City's trail development
has been, and is expected to be accomplished through the development process rather than with
federal funds.
. The Plan does not contain material on right-of-way preservation.
RESPONSE: Right-of-way preservation is discussed in Section 6.5 at page 31, and is an
inherent element of the City's official subdivision controls and adopted Design Criteria.
. The transit section of the Shakopee plan should show the City's classification as a
"Market Area III" and list what that means. The plan should also include an illustration
showing existing and programmed park-and-ride facilities.
RESPONSE: That information is included in Fig. 2.7 in the revised Plan. Additional
information from Council staff about what "Market Area III" means would be desirable as that
terminology is new to the City's Planning staff.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 10
RESPONSES TO SCOTT COUNTY COMMENTS
ON DRAFT SHAKOPEE 2030 COMPREHENSIVE PLAN
TRANSPORTATION PLAN
. The County's 2030 Comprehensive Plan adds some new traffic forecasts, policies,
and strategies on transportation. County staff would be willing to meet with City
staff to discuss or clarify any of the information that will be included in the County's
2030 transportation plan. If agreeable, staff could share some of this information
(i.e., maps, text, graphics, etc.) for inclusion in the City's transportation plan
document.
RESPONSE: City staffwilllookforward to meeting with County staff to discuss
information referred to, and will evaluate whether such additional information can or
should be included in the final version of the City's 2030 Comprehensive Plan.
. Page 6 on under Transit Service, the language in this section should be checked for
up-to-date information.
RESPONSE: This section has been revised to reflect current information.
. On Page 9 there is a paragraph under Roadway Jurisdictional Classification that
should be updated since both a jurisdictional change has occurred and a study of 17th
A venue west of CR 69 has taken place.
RESPONSE: This change has been made.
. On page 11 reference is made to the Savage Transportation Plan. The second
paragraph does not recognize the need for a supportive road system (Thirteenth
Avenue East) to the commercial property on TH 169 on TH 169 and County Road 18.
RESPONSE: The comment is taken under advisement, but the City notes that
building such a road system could be a decades-long process, and is not a substitute
for adequate access to these areas from CR 18. If the County is willing to provide a
full access intersection at 1Jt mile spacing for the City of Prior Lake along the CR 21
corridor, then the City's belief is that a right-in-right-out (i. e. limited) access to serve
the commercial areas on CR 18 at the same spacing is wholly appropriate.
. On Page 12 under the TH 41 River Crossing, any new information should be included
to the status of the study.
RESPONSE: The Plan has been updated to include new information.
. On Page 13 under CSAH 21 Extension, the language in this section should be revised
to current status.
H:\ComPlan2008\correspondence\Response to Comments RML 12092008.doc 11
RESPONSE: This section will be revised in the final version of the Plan.
. On Page 31, the section under transit should be reviewed for current information.
RESPONSE: This section has been revised to include updated information from
the UTMP.
. Figure 6.1, the future functional classification map should be revised that reflects
some of the preliminary findings of the CSAH '7 study, and have some text in the
document discussion CSAH 17.
RESPONSE: Revisions have been made to the Plan.
. A discussion on the relationship between land use and transportation would be helpful
to allow people who read the plan to understand how these two aspects are linked.
RESPONSE: The Plan has been revised to address this relationship further.
. On Page 27 access spacing is discussed, however it does not talk about why access
spacing is important. It does not get to the shared responsibility of all jurisdictions to
manage access to protect public safety and preserve mobility. A discussion on
preserving mobility should also be included to why that is also important.
RESPONSE: Any further discussion included in the final form of the Plan will
discuss the balance between the need to maintain mobility and adequate access for
land use and economic development purposes. Too often, because of the number of
County roads that criss-cross the City of Shakopee, the discussion focuses only on
getting vehicles in and out of the City, and not enough on making sure that access
within the City is preserved.
. One of the policies in the County's Plan is the inclusion of supporting roadways
(frontage or backage roads) along all Principal and Minor Arterial roadways. A
similar discussion could be included on providing roadways to support the arterial
network.
RESPONSE: Both this Plan, and previous City plans have in the past addressed
this issue earlier than County plans (note specifically the relievers planned for in 17th
Avenue and Vierling Drive. The City acknowledges the County's planningfor CR 17,
and where it is possible, will cooperate with the County in implementing similar
plans.
. The County is including a section in its 2030 plan on preservation of the county road
system. A discussion on preservation of the city street system may be helpful in the
City's plan.
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RESPONSE: The Plan has been revised to include goals and strategies related
to this topic. More importantly, the City has already put in place a pavement
preservation plan that addresses this issue for the long term.
. Changes will be made to the County's Access Spacing Guidelines and Typical Road
Sections in the new 2030 County plan.
RESPONSE: The City will work with the County on the future implementation of
appropriate spacing guidelines.
. A discussion on ROW preservation to meet the future needs of the City/County
would be helpful in framing the fiscal impacts to the taxpayers if there are no
preservation strategies.
RESPONSE: This comment will be taken under advisement, but it should be
noted that the City has actively addressed this issue for several years through the
City's formal platting process.
. A discussion of SCALE and transportation issues that have or are being worked on
may be helpful.
RESPONSE: The Plan has been revised to include a discussion of SCALE and
its initiatives.
. Descriptions of other transportation studies that have taken place could be included
such as CSAH 17, CSAH 16 collector roads, and CSAH 42 corridor study.
RESPONSE: The Plan already has been revised to reflect CSAHs 17 and 42.
Once the County and City of Prior Lake provide comments to the CSAH 16 study
done by the City, it will be finalized, and included as an addendum to the Plan.
SANIT ARY SEWER SYSTEM PLAN
. Staff appreciates the sewer plan's recognition and integration of Met Council's long-
range plan to site a future regional wastewater treatment plant along the Minnesota
River to provide additional sanitary sewer service capacity post-2030. The County
has undertaken ajoint study with the Council to identify an optimal site and ultimate
service area for this future treatment plant. Based on this study, the County
developed in its 2030 land use and growth management chapter a staging plan for the
urbanization of this post-2030 service area.
RESONSE: The comment and the County's efforts to develop a staging plan
are appreciated.
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. Figure 3-1 shows the City's future sanitary sewer service staging areas out to the year
2030. Based on this map, the County's 2030 land use plan will guide the
undeveloped parcels within Jackson and Louisville Townships outside of the
Highway 169 corridor and north of County Road 14 as "Urban Expansion," which
allows two residential density options: (Balance of comment omitted)
RESPONSE: The description of the County's approach is appreciated.
. In Section 3.4, discussing on-site disposal systems, a reference should be added on
the County's role in reviewing and permitting ISTS systems serving homes and
businesses within the City limits.
RESPONSE: The Plan has been revised to specifically note the County role in
ISTS management. The City does not have a direct role in reviewing and permitting
ISTS; that role is carried out by the County's environmental health staff. The City
has an indirect role as it relates to building permits to make sure that the County
reviews and approvals have been complied with.
. In Section 4.1 discussing land use breakdowns, it should be noted that Scott County is
the planning and zoning authority for Jackson and Louisville Townships and indicate
the land uses guided for these two townships under the County's adopted 2020 plan
and draft 2030 plan.
RESPONSE: The Plan already communicates that the County has land use and
planning authority. It is not clear that describing the County's land use
classifications in the City's Plan would be beneficial.
. Table 5-1 should include 2030 household projections per Met Council requirements.
RESPONSE: The Plan has been revised to reflect the Met Council household
projection.
. Staff would like to meet with city staff to better understand the city's long-range
plans for extending and staging the Metropolitan Urban Service Area (MUSA) within
the existing city limits.
RESPONSE: City staffwilllookforward to meeting to discuss this with County
staff. Expansion of the MUSA within the existing city limits is constrained by
geography and SMSC ownership of about 1/3 of the developable acreage within the
City, making it more difficult to develop a coherent staging plan.
PARKS.. TRAILS & OPEN SPACE
. Overall the Parks, Trails, and Open Space Plan is succinct, easy to follow, and has
good supporting background information. It was exciting to read about the City's
plan to incorporate arts and cultural elements into their programs and future facilities.
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RESPONSE: The comment is appreciated.
. Staff suggests that Shakopee consider incorporating the regional park system into the
City's park system inventory. The Regional Park System was designated by the state
legislature in the 1970's to provide regional parks, open space and trails that protect
important natural resources and serve recreational needs for the growing metropolitan
area.
Shakopee is currently served by Murphy-Hanrehan Park Reserve and Cleary Lake
Regional Park. At some point in the future, Spring Lake Regional Park, Doyle-
Kennefick Regional Park and Cedar Lake Farm Regional Park will also provide
regional park services when these parks are developed.
The Scott Regional Trail is also planned to serve Shakopee. However, the master
plan for the trail dates back to the 1990's. It would be worthwhile to work with City
staff to review the alignment and consider updates to the master plan that reflect
recent development in the City, and the most practical route.
RESPONSE: It would be difficult to include in the City's inventory regional
parks which are so distant from the City. Instead, for the long-term, the City
encourages the County to consider system improvements and acquisitions that would
better serve residents ofShakopee and adjacent areas to the west. Conversation
regarding the regional trail route would be welcomed.
. For Goal 7, the city's plan should consider adding 'Townships' as a jurisdiction with
which to partner.
RESPONSE: The suggestion is appreciated.
LAND USE PLAN (comments are not included in their entirety, as much of them is
descriptive, instead specific suggestions are addressed)
. .. .As a next step [in coordinating growth and management] County planning staff
would be willing to help facilitate discussions between the Township and City on
options for joint planning and zoning for these mapped areas.
RESPONSE: The offer is appreciated, as the County is the land use authority for
these areas, and should be involved in such discussions. City staffwilllookforward
to working with County staff to identifY a timeline and process for such discussions.
. Staff would like to meet with city staff to better understand the land use acreage table
and the difference between MUSA additions, non-MUSA acreages, annexation
acreages, and to better understand how this table relates to the city's 2030 land use
map.
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RESPONSE: City staff will look forward to such discussions.
West End/Jackson Township Land Use Plan
. Staff would be interested in partnering with the City, Jackson and Louisville
Townships on a Highway 169 Corridor study that would look at a range of interim
development issues including access, storm water management, and overall
appearance.. .also assess the anticipated land use impacts of the future Regional TH
41 Minnesota River Crossing connecting TH 169 to TH 212.
RESONSE: Further conversations regarding such a study would be welcomed
by the City.
. ... Scott County will work cooperatively with the City to reserve and/or obtain the
necessary right-of-way to achieve these land use and transportation goals outlined in
the "West End/Jackson Township" plan.
RESPONSE: The continued cooperation will be appreciated.
. . . . County planning staff would like to discuss with City planning staff how to best
accommodate a combination of "industrial" and "business park" development [as
well as possible manufactured housing] along this corridor when it is set up for
municipal services.
RESPONSE: In the view of the City's plans, the land use categories are not
necessarily different, but rather Business Park is viewed as a subset of industrial, but
staff welcomes such a discussion with County planning staff.
. For any proposed aggregate mining permit applications in the Shakopee - Jackson
OAA area, County Planning staff supports the City's desire to ensure end land use
plans are submitted for City review that identify final grading, utility corridors,
streets, and appropriate lot configurations that accomplish the City's long-range land
use goals.
RESPONSE: The support is appreciated.
Downtown District Land Use Plan
. Scott County Planning staff supports the City's continued focus on goals and
strategies for downtown redevelopment and revitalization. ...
RESPONSE: The support is appreciated.
Goals., Strategies and Tactics
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. Staff is interested in learning more about the City's tactic to allow long-term
protection of farmland within the city limits through the use of the Agricultural
Preserves Act.
RESPONSE: City staff is happy to discuss this, but would note that this has
become increasingly difficult to use as development has encroached on these areas in
the last decade or so, and as substantial tracts of farmland has transitioned into the
control of the SMSC..
. Under the Neighborhood Planning goals and strategies, staff would be interested in
partnering with the City on a special area study to assess the potential impacts of the
TH 41 River Crossing routes on the manufactured home parks in Jackson Township.
RESPONSE: City staff is open to a discussion of such a joint study.
. Staff endorses the City's tactic that prohibits direct access to new residential lots to
arterial and collector streets in urban districts at the time of platting.
RESPONSE: The County staff endorsement is noted and appreciated.
. Staff encourages the City to consider a tactic that requires a supportive road system at
the time of platting for industrial and commercial districts to manage the long-term
access to regional arterials and collectors.
RESPONSE: The suggestion is noted, and is generally considered by the City in
addressing such areas, as for example in the Dean Lake's project.
. Staff supports the City's goal of increasing public use of and exposure to the
Minnesota River.
RESPONSE: The support is appreciated.
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City of Chanhassen Comments:
Chapter 3 - Transportation
. Page 3 - Add CSAH 101 as a reliever Minor Arterial and revise the language
since CSAH 69 is not the "only reliever". CSAH 101 is shown on the
classification map as a minor arterial, but is not included in the text.
RESPONSE: The text will be revised to indicate that CSAH 69/CSAH 101 serves as a
reliever Minor Arterial.
. Page 4 - Add TH 41 as an expander Minor Arterial. TH 41 is shown on the
classification map as a minor arterial, but is not included in the text.
TH 41 exists outside the City ofShakopee municipal boundaries. CSAH 78 (an extension
ofTH 41) is the roadway's designation within Shakopee city limits. The classification
map does identifY other minor arterial roadways outside Shakopee 's boundaries. These
roadways are not included in the text due to their location beyond Shakopee 's
boundaries.
. Page 25 - Funding Source. Add Wheelage Tax as a potential funding source.
Minnesota Statutes Section 426.05 permits local governments to adopt this tax as
a potential funding option for road improvement.
RESPONSE: Has Shakopee adopted a Wheelage Tax? Ifso, we will add this reference.
If not, list as a potential source.
. Table 5.2 - Roadway Design Capacity Improvement Requirements. Add CSAH
101 north as requiring four lanes. Table 6.1 of the Design Guidelines states that
Minor Arterials shall be four lane roadways.
RESPONSE: CSAH 101 north ofCR 69 is a Scott County roadway. Any improvements
to this roadway would be initiated by Scott County and are outside the controls of the
City of Shakopee.
. Figure 5.2 - Projected 2030 Traffic Volumes. Carver County projects 2030
traffic volumes ofCSAH 101 north at 31,000 AT. This number should be
incorporated on the map.
RESPONSE: This number will be incorporated into Figure 5.2
. Figure 5.3 - Future Roadway Capacity/Design Needs. Should show CSAH 101
north as a four lane?
RESPONSE: See previous comment.
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Chapter 6 - Land Use
. Land Use Plan Section, Commercial- Missing Riverfront/First Avenue Land Use
Map.
RESPONSE: This map will be included in the final document.
. Existing Landmarks and Design Feature - Missing Figure 2.
. Downtown - Missing Figures 6 and 7 (or are they the First A venue Streetscape
Concept and the Commercial Development Concept figures which no not have
figure numbers?)
. Community Entrances - Missing Figure 2,3,4 and 5.
RESPONSE: These figures will be incorporated into the final document.
Chapter 7 - Water Resources Plan
. Hydrologic System - Page 7: 14.3 square - add "miles".
. Water Quality Data - Page 10: On the TMDL of the Minnesota River, when will
they be addressed?
. Fish and Wildlife Habitat - Page 13: Is there discharge to Eagle Creek?
.
This will be revised in the final document.
WSB will respond to this comment.
What is meant by discharge? Other water bodies dumping to EC?
. Unique feature and Scenic Areas - Page 14: Missing citation for Recourse
Corridor Map (Chapter 9, Figure #)
The following sentence will be added to the final document "The Natural Resource
Corridor Map is located in Chapter 9 as Attachment B".
. Pollutant Sources - Page 14: Are they addressed in the MS4 Permit Storm Water
Pollution Prevention Plan?
WSB will respond to this comment.
. Pollutant Sources - Page 14: Nondegradation will be incorporated into the Water
Resource Plan - Is there a reference or a specific incorporation? Upon approval
from the MPCA can Chanhassen review this?
WSB will need to comment on the status of the Nondegradation Plan. Does this plan
require review and comment by outside jurisdictions/agencies?
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SHAKOPEE MDEW AKANTON SIOUX COMMUNITY (SMSC)
COMMENTS:
(The following comments are direct from the SMSC and are [sic])
General Comments:
The Draft 2030 comprehensive Plan uses various names for the Shakopee Mdewakanton
Sioux Community (SMSC), most notably only as the Mdewakanton Sioux Community.
Both the City of Shakopee and the SMSC derive their name from Chief Sak' Pee The
SMSC prefers that it be referred to either by its full name or its initials to make this
historic fact clear.
RESPONSE: Efforts have been made to consistently use only the full name or initials.
Before final implementation of the Plan.
Tab 1, Introduction
Page 1. Reasonsfor updating the City's Comprehensive Plan
The majority of sanitary sewer capacity available for development in the City is found in
the Prior Lake Interceptor. However, given the SMSC's intent to eventually place any
lands it owns in trust, and their intent to serve lands through their own sewage treatment
plant, much of this capacity for development is lost to the City of Shakopee.
The SMSC has reduced its usage of the Prior Lake Interceptor and Blue Lake by utilizing
its own Water Reclamation Facility. This has freed capacity at the Blue Lake facility for
other jurisdictions using the Prior Lake Interceptor. The SMSC included space for City
of Shakopee sewer trunk lines in all of its previous planning and intends to continue to do
so as long as the proposed locations are known. If the city requires access across SMSC
lands to serve its sewer needs it simply needs to ask and access can be negotiated.
RESPONSE: The City appreciates the statement of willingness to work on sanitary
sewer access issues, and will approach the SMSC on these issues as necessary.
The sentence beginning: Because sanitary sewer capacity in Shakopee-Chaska
Interceptor, ... is missing a word.
RESPONSE: This will be corrected in thefinal version of the Plan.
Page 1. Early in 2007, the City reconvened the steering committee ...
Typo: 2006.
Tab 3, Transportation Plan Comments
CSAH 21 Park and Rice and Transit.
The proposed affordable housing project and park and ride facility located near the
intersection of County Road 16 and County Road 21 will not occur as planned, as SMSC
now owns the property. The SMSC has offered the provide land for the park and ride
facility either as a right-of-way, easement or long term lease. There is an opportunity for
multi-jurisdictional cooperation on transit using this facility. The SMSC and the Cities of
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Shakopee and Prior Lake all require transit to and from the urban center. For the SMSC
much of the regular need is for Team Members on a reverse commute from the urban
center to the SMSC. The reverse is true for the tow cities. There is an opportunity to
share assets and increase the utilization of any transit system.
RESPONSE: The City acknowledges that the park and ride facility is planned to
proceed under a lease with the SMSC. However, it still appears that the facility will not
be part of an overall "transit-oriented" development as was originally envisionedfor this
area of the City.
Page 5. Existing roadway jurisdictional classification.
There is a need for an additional jurisdictional classification. The actual levels of
government include those listed and the federal and tribal governments. Where a road
travels onto trust land the jurisdiction changes from state to federal and tribal. Most of
the publicly traveled roads in this status are or will be listed on the SMSC Indian
Reservation Roads (IRR) inventory. Once roads are listed on the IRR Inventory, they are
public federal highways. This creates a distinct legal and funding difference. A portion
of McKenna Road is located in Shakopee, in trust and on the IRR Inventory thus already
subject to this situation. The proposed Valley View Road extension would likely also fall
within this jurisdictional classification.
RESPONSE: The information provided is appreciated, and the City will consider in the
future inclusion of the additional jurisdictional classification suggested.
Page 13. 4.2 County State Aid Highway 21 Extension
The West and East alignment options presented in the DEIS erroneously reported that the
west alignment minimized ecological impacts from grading. The existing topography of
both alignment options were reviewed by Bolton and Menk, Inc. Land Survey and
Engineers and the SMSC and found to have similar topography and equivalent grading
impacts. The eastern alignment actually resulted in lower costs.
RESPONSE: The comment is noted
Page 14. 4.3 Mdewakanton Sioux Community Land- Valley View Road Extension
A Valley View Road extension is listed in the SMSC Transportation plan as well. The
SMSC Engineering Design Manual requires streets to be designed to Minnesota
Department of Transportation State Aid Street standards. There is mutual need for a
Valley View Road extension between the City of Shakopee and the SMSC thus it is
reasonable to expect cooperation on this project.
RESPONSE: The comment is noted
Page 16. 4.5 CSAH 16 Study Area: Valley View Road Extension
The SMSC agrees with a north realignment of the proposed Valley View Road extension
to better accommodate end land use.
RESPONSE: The comment is noted for future planning purpose.
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Page 19. 5.2 Table 5.1 Transportation Improvements assumed as part of 2030 Baseline
The extension of Dakotah Parkway to Valley View Road was contemplated in the design
and placement of Dakotah Parkway based on discussions with City of Shakopee staff at
the time of design.
Page 21. 5.5 Future Intersection Assessments and Improvements
The following intersections are also of interest to the SMSC:
CSAH 16/McKenna Road
CSAH 16/CSAH 21
Valley View Road/CSAH 83
Valley View Road/McKenna Road (listed here as McKenna Drive)
Valley View Road/CSAH 21
CSAH 14/CSAH 17
Page 22. 5.6 Additional Transportation Studies
The following additional studies are also of interest to the SMSC: CSAH 42.
Page 25. 6.1 Funding Sources
The City and the SMSC have mutual interest in local transportation (see above). The
Cooperative Agreements section should also include the SMSC and the Federal
government, specifically the Department of the Interior. .
RESPONSE: The City agrees that the design and placement of Dakotah Parkway was
based in part on discussions with City staff about future connection of that roadway to
the north. Further, the City appreciates knowing the additional improvement,
intersections and studies which are also of interest to the SMSC.
Page 26. 6.4 Future Roadway Jurisdictional Classification
See above regarding the need for an additional jurisdictional classification.
RESPONSE: Acknowledged in the response to the previous comment on roadway
classification.
Tab 4, Comprehensive Sanitary Sewer System Plant Comments
Maps need to be updated to include additional SMSC lands.
7.3.7 Southeast Shakopee (SES)
The SMSC owns 436 acres of land within this sewer district. The plan identifies the need
for additional trunk mains to serve City of Shakopee developments. In the past the
SMSC has reviewed City of Shakopee plans and included locations for trunk sewer
easement sin SMSC plans. If the need for such locations is communicated to the SMSC
they will be included in SMSC plans. At a minimum the need to undertake inter-
jurisdictional infrastructure planning should be mentioned.
7.38 South Shakopee (SS)
The SMSC owns 139 acres of land within this sewer district.
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See the SES comment. Note that the SMSC granted right-of-way along CSAH 83
adequate to accommodate road and utility needs. In 2007, the City of Shakopee utilized
the utility easement for sewer installation.
RESPONSE: Maps have been updated to include confirmed acquisitions. The City has
received information to suggest additional acquisition(s) are in the works, so it is likely
that these maps may become outdated very quickly.
Tab 5, Parks, Trails, and Open Space Plan Comments
Chapter 3: Park Facility Projections and Needs-Special Use Facilities
The SMSC is currently constructing a second ice sheet to the existing Dakotah! Sport and
Fitness Ice Arena.
RESPONSE: The City is aware that this project has been completed.
Chapter 3: Trail Facility Projections and Needs-Special Use Facilities
Trails have been installed and proposed through SMSC lands. Cooperation on trail
planning will ensure important trail connects become a reality.
Chapter 3: Search Candidate Areas
Cluster B includes lands owned by the SMSC. This ownership does not preclude the
preservation and restoration of natural resources on these lands but will require joint
planning.
RESPONSE: The City willlookforward to cooperation with the SMSC on trail, open
space and facilities planning.
Tab 6, Land Use Plan Comments:
1. 6 Land Supply
An aspect of land use that is unique to the City of Shakopee and Prior Lake is the
location of vast stretches of land that are either owned in fee by the Shakopee
Mdewakanton Sioux Community (SMSC) or held in trust in perpetuity by the federal
government on behalf of the SMSC.
The term "vast stretches of land" is hyperbole and out of place in a formal planning
document. The SMSC holds approximately 19% of the land in the City of Shakopee
either in fee or trust status. The SMSC has historically granted rights-of-way or
easements for utilities where needed. This situation may complicate planning but it does
not preclude either planning or development.
RESPONSE: The comment is noted, but it should also be noted that the Plan simply
notes that the fact of SMSC ownership and control of lands is "unique" and as
acknowledged in the comment complicates planning.
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Proposed Land Use Map
City of Shakopee planned land use adjacent to SMSC is primarily residential. This is
consistent with SMSC plans for the majority of its lands. It should be noted that the area
of sandy soils on the River Warren Flood Plain are both a critical groundwater recharge
area and a sensitive area. This land is adaptable to low impact development that, if
properly designed, can both protect the groundwater and enhance recharge. It would be
appropriate for the City of Shakopee plan to indicate that such development is preferred
where possible. This also helps address any issues with groundwater depletion and
recharge as discussed in the water resource management plan.
RESPONSE: The comment is acknowledged.
Tab 7, Comprehensive Water Resource Management Plan
Flood problem areas map
This map identifies flood problem areas. Areas numbered 2 and 4 are on or adjacent to
SMSC lands. The following comments on these two areas are identified by number.
Note, these numbers differ from how problem floods areas are listed in the text.
Proposed Land Use map
Map does not reflect recent SMSC purchases.
Section V. Flooding and Stormwater rate control concerns within the City
Several areas of mutual concern have been identified. The SMSC is prepared to begin
discussion on management of this issue. The plan should note that a multi-jurisdictional
agreement should be negotiated.
Page 2. B4. A flooding problem was identified one mile south of County Road 16 and
County Road 83
Area 4 is located near a recently developed land parcel. The flooding problem appears to
have been partially alleviated by the construction of stormwater ponding. Remaining
drainage issues relate to an undersized culvert under County Road 83 and drainage to the
east that is restricted except during very high water. The SMSC's own drainage concerns
resulted in a drainage channel improvement. As the sub-watershed land use changes
from agricultural to residential and County Road 83 is upgraded, a permanent regional
solution becomes more feasible. The Plan's suggest corrective action flood problem area
study. This should be followed by inter-jurisdictional negotiations on the solution.
Page 3. C2. A concern has been noted regarding the protection of groundwater levels
within the Eagle Creek Watershed in order to protect the Boiling Springs and Fen areas.
Groundwater levels are not only affected by increased withdrawal, but also decreased
recharge. The primary goal of comprehensive planning is to ensure adequate resources
for the future. Development patterns need to consider local groundwater recharge
ability. The conventional "pipe and pond" stormwater management in new developments
circumvents the natural groundwater recharge regime. Where honest consideration is
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given to groundwater recharge, it is more likely that our drinking water source and
resources like Boiling Springs and Savage fen will be protected into the future. Boiling
Springs is the only federally-listed Traditional Cultural Property in the State of
Minnesota.
RESPONSE TO THE ABOVE COMMENTS ON FLOODING ISSUES: The
comments are acknowledged, but do not require any revision to the City's plan beyond
the updating of mapping that was previously referred to above.
Page 6. J2
The word completed should be completely.
RESPONSE: The comment is noted.
Tab 9, Natural Resource Plan
Natural Resources Plan Tactics, 11. Protect Bluff and Steep slopes
One goal of the City is to pursue preservation of bluff along the south side of Dean's
Lake. The SMSC land contains a portion of this bluff. The SMSC portion and adjacent
lands have been highly impacted by past grazing activity. The vegetation on the bluff is
primarily non-native and the result of alteration or disruptive land uses. Open areas are
smooth brome, burdock, and motherwort. The understory of forested portions is a carpet
of garlic mustard. This vegetation is not representative of the natural heritage of this part
of the City. Rather than preservation in a disturbed state, these bluff areas should be
restored to native habitat where possible. Preservation after restoration should be
possible given that the bluff and slopes are generally not easily cultivated or developed
and much of this are lies in a shoreland protected zone.
RESPONSE: The response is noted.
Tab 10, Livable Communities Act
The SMSC is not directly affected by the Livable Communities Act so the following
comments are observational in nature only.
Page 2. Impacts of Shakopee Mdewakanton Sioux Community (SMSC) Control of Lands
in Shakopee
The Metropolitan Council has determined that the City of Shakopee must guide land to
accommodate at least 2,105 units of affordable housing by 2020. The SMSC owns one-
third of the developable lands within the City. The City asserts that with one-third less
area available (sic) to meet the 2,105 (sic) its burden should be reduced by one-third to
1,400 units. The requirement by the Metropolitan council (sic) is not related to land
acreage but to projected growth and the concomitant increase in sanitary sewer flow. The
City of Shakopee is not limited in this growth. It can annex land and increase its physical
size regardless of any acreage owned by the SMSC.
RESPONSE: The listed comments are noted. Annexation by the City of lands in the
adjacent townships is not an automatic answer to the reduction in land supply within the
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City's boundaries. In the case of Jackson Township, annexation is limited by the terms of
the existing orderly annexation agreement, as well as state law. The City and Louisville
Township do not have any orderly annexation agreement (OAA), thus any City
annexation of land in that township is likely to be adversarial.
Page 3. Housing Values and Median Values-Rental Units
The median value of owner-occupied housing rose 64% 1990 to 2000. The median
monthly rent rose only by 50% during the same time period. Give this, the statement
"Unlike owner-occupied units, rental units saw a real increase in median monthly rents
between 1990 and 2000," does not make sense. The increased value should translate to
higher note amounts on any real estate purchase.
RESPONSE: The Plan reflects information garneredfrom Metropolitan Council data.
In addition, the comment does not take account of decreases in value that may have
occurred as a result of the economic recession.
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