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Home My WebLink About13.C.1. Final Approval of 2030 Comp Plan-Res. No. 6928 CITY OF SHAKOPEE /3.c.l, Memorandum CASE NO.: TO: Honorable Mayor and City Council Mark McNeill, City Administrator FROM: R. Michael Leek, Community Development Director SUBJECT: Final Approval of 2030 Comprehensive Plan MEETING DATE: August 11, 2009 INTRODUCTION: By letter dated July 6, 2009, the City received notice from the Metropolitan Council that the City may implement the 2030 Comprehensive Plan. A copy of the letter and comments are attached for the Council's information. Staff has made the minor modifications required that are set forth in the letter and attending comments. These changes are included in the copy that Council is receiving in disk format. The Council is asked to finally adopt the City of Shakopee 2030 Comprehensive Plan (the Plan). Once the Council adopts the Plan, a finalized copy will be sent to the Metropolitan Council for their records. 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. 6928, a resolution of the City of Shakopee adopting the City's 2030 Comprehensive Plan. ~/ R. ichael Leek Community Development Director H:\CC\2009\Comp Plan _ rpt_ 08182009 .doc I RESOLUTION NO. 6928 A RESOLUTION OF THE CITY OF SHAKOPEE ADOPTING THE CITY'S 2030 COMPREHENSIVE PLAN UPDATE 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 was 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; and WHEREAS, by letter dated July 6, 2009, the City was notified by the Metropolitan Council that it may implement the 2030 Comprehensive Plan; and WHEREAS, the final version of the City of Shako pee 2030 Comprehensive Plan has been amended as required by the July 6, 2009 letter from the Metropolitan Council; H:\CC\2009\Comp Plan _ rpt_ 08182009 .doc 2 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: I. That it formally and finally adopts the City of Shako pee's 2030 Comprehensive Plan. contingent on submittal to, and review and acceptance by the Metropolitan Council. Adopted in session of the City Council of the City of Shakopee, Minnesota held the _ day of ,2009. Mayor of the City of Shakopee ATTEST: Judith S. Cox, City Clerk H: \CC\2009\Comp Plan _ rpt_ 08182009 .doc 3 ~,.. Metropolitan Council ~ July 6, 2009 R. Michael Leek Community Development Director City of Shakopee 129 S. Holmes Street Shakopee, MN 55379 RE: City of Shakopee 2030 Comprehensive Plan Update Metropolitan Council Review File No. 20434-1 Metropolitan Council District 4 (Craig Peterson) Dear Mr. Leek: At its meeting on June 24, 2009, the Metropolitan Council completed its review of the City's Comprehensive Plan Update (Update). The Council based its review on the staffs report and analysis, see attached. The Council found that the Update meets all Metropolitan Land Planning Act requirements, conforms to the regional system plans including transportation, aviation, water resources management, and parks, is consistent with the 2030 Regional Development Framework, and is compatible with the plans of adjacent jurisdictions. The Council adopted the following recommendations: I. Authorize the City of Shakopee to put its 2030 Comprehensive Plan Update into effect; 2. Advise the City to: a. Provide the Council with the dates that Prior Lake Spring Lake and Lower Minnesota River Watershed Districts approved the Comprehensive Surface Water Management Plan. 3. Approve Shakopee's Tier II Comprehensive Sewer Plan. Please consult the attached staff report for important information about the City's next steps: Of particular importance are the Council's actions listed on the first page, general Advisory Comments listed on page 2, and the specific comments for technical review areas, which are found in the body ofthe report. In addition, Council staff would like to remind the City that in assessing the Update, the Council based its analysis on land available for residential development that may accommodate the City's share of the Region's affordable housing need, and looked at www.metrocouncil.org 390 Robert Street North · St. Paul, MN 55101-1805 . (651) 602-1000 · Fax (651) 602-1550 · ITY (651) 291-0904 An Equal Opportunity Employer land that can be developed at a minimum of 6 units per acre. Although guiding development at this density does not guarantee that affordable housing will be built, it does afford a greater opportunity for affordable units to be constructed. Besides guiding land for medium density residential development, the Update also indicated that 58 acres of land guided mostly as commercial may also be developed as a residential use at 8 to 20 units per acre. The city should encourage development at the high end of the proposed residential development density ranges, particularly medium density. As noted in the Council's review record, Shakopee is encouraged to continue to explore redevelopment in appropriate areas of the city as a means to offer even greater opportunities for more dense residential development proximate to employment and services. Its earlier examples of infill and redevelopment of higher density affordable development should continue to set the example for a more intensive reuse of land for residential development in the older parts of the city. Congratulations on a plan well done. We sincerely appreciate the collaboration shown by the City throughout the review process. We look forward to working with the City in the implementation of the Update. ,~ anson, Manager lanning Assistance Attachment CC: Crystal Carlson, MHF A Tod Sherman, Development Reviews Coordinator, MnDOT Metro Division Craig Peterson, Metropolitan Council District 4 Kyle Colvin, Asst. Manager, Engineering Services, ES Tom Caswell, Sector Representative / Principal Reviewer Cheryl Olsen, Reviews Coordinator .~:03f} (J:>!'f' )f)434,,] FfNALdoc Business Item C Community Development Committee Item: 2009-123 Meeting Date: June 15, 2009 E Environment Committee Meeting Date: June 9, 2009 ADVISORY INFORMATION Date: June 1, 2009 Subject: City of Shakopee 2030 Comprehensive Plan Update Review File No. 20434-1 Tier II Comprehensive Sewer Plan District(s), Member(s): District 4, Councilmember Craig Peterson, 651-602-1474 Policy/Legal Reference: . Minnesota Statute Section 473.175 Staff Prepared/Presented: Tom Caswell, Principal Reviewer (651-602-1319) Phyllis Hanson, Local Planning Assistance Manager (651-602-1566) Kyle Colvin, Engineering Manager (651-602-1151) Division/Department: Community Development I Planning & Growth Management Environmental Services I Engineering Services Proposed Action That the Metropolitan Council adopt the attached Review Record, Advisory Comments and the following: Recommendations of the Community Development Committee: 1. Authorize the City of Shakopee to put its 2030 Comprehensive Plan Update into effect; 2. Advise the City to provide the Council with the dates that Prior Lake Spring Lake and Lower Minne~ota River Watershed Districts approved the Comprehensive Surface Water Management Plan. Recommendation of the Environment Committee: Approve Shakopee's Tier II Comprehensive Sewer Plan. t ADVISORY COMMENTS City of Shakopee 2030 Comprehensive Plan Update Review File No. 20434-1 Council Business Item No. 2009-123 The following Advisory Comments are part of the Council action authorizing the City to implement its 2030 Comprehensive Plan Update ("Update"). Community Development Committee 1. The Council-adopted Local Planning Handbook states that the City must take the following steps: (a) Adopt the Update in final form after considering the Council's review recommendations; and (b) Submit one electronic copy and one hard copy of the Update to the Council. The electronic copy must be organized as one unified document. A copy of the resolution evidencing final approval of the Update should be submitted to the Council. 2. The Council's Handbook also states that local governments must formally adopt their comprehensive plans within nine months after the Council's final action. If the Council has recommended changes, local governments should incorporate those recommended changes into the plan or respond to the Council before "final approval" of the comprehensive plan by the governing body of the local governmental unit. (Minn. Stat. 9473.858, subd. 3). 3. Local governmental units must adopt official controls as described in their adopted comprehensive plans and must submit copies of the official controls to the Council within 30 days after official controls are adopted. (Minn. Stat. 9 473.865, subd. I). 4. Local governmental units cannot adopt any official controls or fiscal devices that conflict with their comprehensive plans or which permit activities in conflict with the Council's metropolitan system plans. (Minn. Stat. 9 473.864, subd. 2; 473.865, subd. 2). If official controls conflict with comprehensive plans, the official controls must be amended within nine months following amendments to comprehensive plans. (Minn. Stat. 9 473.865, subd. 3). 2 Background The City of Shako pee is located in Scott county, surrounded by the cities of Eden Prairie, Bloomington, Savage, Prior Lake, Spring Lake township, Sand Creek township, Louisville township, Jackson township, and Chanhassen, (see Figure 1). The 2030 Regional Development Framework (RDF), as amended in December 2006, identifies the City as located within the "Developing Area" geographic planning area, (see Figure 2). Rationale - Standard of Review & Findings 1. Does the proposed Plan conform to Regional Systems Plans? 2. Is the Plan consistent with Metropolitan Council policies? 3. Is the Plan compatible with plans of adjacent governmental units and plans of affected special districts and school districts? Conformance with Regional Systems Plans: 1. Regional Parks Yes 2. Transportation including Aviation Yes 3. Water Resources Management Yes (Wastewater Services and Surface Water Management) Consistent with Council Policy Requirements: 1. Forecasts Yes 2. Housing Yes 3. 2030 Regional Development Framework and Land Use Yes 4. Water Supply Yes Compatible with Plans of Adjacent Governmental Units and Plans of Affected Special Districts and School Districts 1. Compatible with other plans Yes Funding The City of Shakopee received no planning funds. Known Support I Opposition There is no known opposition. 3 REVIEW RECORD Review of the City of Shakopee 2030 Comprehensive Plan Update STATUTORY AUTHORITY The Metropolitan Land Planning Act (MLP A) requires local units of government to submit comprehensive plans (plans) and plan amendments to the Council for review and comment (Minn. Stat. S 473.864, Subd. 2). The Council reviews plans to determine: . Conformance with metropolitan system plans, . Consistency with other adopted Plans of the Council, and . Compatibility with the Plans of other local jurisdictions in the Metropolitan Area. The Council may require a local governmental unit to modity any plan or part thereof if, upon the adoption of findings and a resolution, the Council concludes that the Plan is more likely than not to have a substantial impact on or contain a substantial departure from metropolitan system plans (Minn. Stat. S 473.175, Subd. 1). Each local government unit shall adopt a policy plan for the collection, treatment and disposal of sewage for which the local government unit is responsible, coordinated with the Metropolitan Council's plan, and may revise the same as often as it deems necessary. Each such plan shall be submitted to the Council for review and shall be subject to the approval of the Council as to those features affecting the Council's responsibilities as determined by the Council. Any such features disapproved by the Council shall be modified in accordance with the Council's recommendations (Minn. Stat. S 473.513). CONFORMANCE WITH REGIONAL SYSTEMS Regional Parks Reviewer: Jan Youngquist, CD - Regional Parks System Planning, (651-602-1029) The Update is in conformance with the 2030 Regional Parks Policy Plan, since it acknowledges the Scott County West Regional Trail, the Minnesota Valley State Trail and Recreation Area, and the Minnesota Valley National Wildlife Refuge. Transportation Roads and Transit Reviewer: Ann Braden, MFS - Systems Planning, (651-602-1705) The Update is in conformance with the Transportation Policy Plan and addresses all the applicable transportation and transit requirements. Aviation Reviewer: Chauncey Case, MTS-Systems Planning (651-602-1724) The Update is in conformance with the region's aviation system plan and consistent with Council policy. 4 Water Resources Management Wastewater Service Reviewer: Kyle Colvin, ES-EngineeringServices, (651-602-1151) The Update is in conformance with the Water Resources Management Policy Plan (WRMPP). The Update summarizes the City's vision to year 2030. It includes growth forecasts that are consistent with the Council's recommended forecasts for population, households, and employment. The Metropolitan Council Environmental Services currently provides wastewater treatment services to the City. Wastewater generated within the City is conveyed to and treated at the Metropolitan Council's Blue Lake Wastewater Treatment Plant in Shakopee. The City of Shako pee is served by interceptors 6904, 7120, and 9206. When Interceptor 9206 was constructed, a cost sharing agreement was entered into between the Metropolitan Council and the City covering additional trunk sewer capacity costs for the City. In accordance with the agreement the City must purchase additional capacity in the interceptor, after flows within the interceptor, measured at Townline Avenue, reach 3 cubic feet per second peak flow, or 571,000 gallons per day averaged. The Update projects that the City will have 21,500 sewered households and 31,000 sewered employees by 2030. The Metropolitan Disposal System with its planned scheduled improvements has or will have adequate capacity to serve these needs. The Update provides sanitary flow projections in 5-year increments. The basis for the projections were given in the Update and were determined appropriate for planning for local services. The City has an orderly annexation agreement with Jackson Township for &reas currently located in the Township. The Council understands that the City has long-range plans to provide wastewater services to these areas as well as areas in Louisville Township. The Update shows these areas to be served after 2030. Before these areas can be provided service, the City will need to amend its comprehensive pIan indicating the inclusion of these areas and associated growth within the City. The Update identifies portions of Jackson and Louisville Townships to be served in the future by interceptor 9206. These areas would be in addition to those land areas considered in the original designed service area for the interceptor. With these annexations, the interceptor may need to be expanded to provide for the additional long term needs of the City. The Council has identified, and included in its long range Capital Improvement Program, a future Wastewater Treatment Facility in Louisville Township as well as system capacity improvements for interceptor 9206. The treatment facility would provide wastewater treatment services to communities in western Scott County whereas the capacity improvements would provide additional capacity for areas of western Scott and Carver Counties. The Update shows an alternative (No.3) for development within a portion ofthe South Shakopee Sewer Shed that would have wastewater services provided through the City of Prior Lake. Because of potential capacity limitations within its Prior Lake Interceptor, the Council can not approve this option as part of the Update at this time. Shakopee is not currently a community that has been identified as a community impacted by wet weather occurrences. The Update however does include an Inflow and Infiltration (III) reduction plan which includes regular maintenance of the sanitary disposal system on a consistent basis. The City prohibits the connection of sump pumps, rain leaders, and passive drain tiles to the sanitary sewer system. 5 Tier II Comments Council staff reviewed the Update's Tier II Sewer Element against the Council'srequirements for Tier II Comprehensive Sewer Plans for developing communities, and found it complete and consistent with Council polices. The Council's approval of the Tier II Plan becomes effective upon the City's adoption of the Update. At that time, the City may alter, expand or improve its sewage disposal system consistent with the approved Tier II Sewer Plan. A copy of the City Council Resolution adopting the final Update needs to be submitted to the Metropolitan Council for its records. Surface Water Management Reviewer: Judy Sventek, ES - Water Resources Assessment, 651-602-1156 The Update is consistent with the Council's Water Resources Management Policy Plan (WRMPP). Shakopee lies within the Lower Minnesota, Scott County, and Prior Lake Spring Lake watersheds. The Lower Minnesota River and Prior Lake Spring Lake Watershed District's watershed management plans were approved by the Board of Water and Soil Resources (BWSR) in 1999. The Scott County Watershed Management Organization's watershed management plan was approved by BWSR in 2004. Shakopee prepared a Comprehensive Surface Water Management Plan (CSWMP) in 2007 that was reviewed by Council staff under separate cover. The CSWMP was found to fulfill the requirements for a local surface water management plan. The Council also found that the plan when implemented would provide a good framework for managing storm water in the city. CONSISTENCY WITH COUNCIL POLICY Forecasts Reviewer: Dennis Farmer, CD - Research, (651-602-1552) Forecast-related content, in the supplemental information received February 2009, is consistent with regional policy. The Update uses employment forecasts for 2030 which are higher than the Council's. The reasons given by the City include: Employment in Shakopee reached the 2010 forecast level in 2006. Also, the City has guided additional land for commercial and industrial use, providing potentiallocal worksites for Scott County's resident workforce. Council forecasts prepared five years ago did not account for current planning assumptions for commercial and industrial land. Council staff find the City's assessment reasonable and appropriate. Metropolitan Council's forecast will be revised, as shown below, effective upon Council approval ofthe Plan Update. Households 15,000 19,500 Population 39,500 48,500 52,000 Employment 17,800 21,300 31,000 6 2030 Regional Development Framework and Land Use Reviewer: LisaBarajas, CD - Local Planning Assistance, (651-602-1895) The Update, with the revised supplemental materials, is consistent with the Council's policies for land use identified in the 2030 Regional Development Framework (RDF). The City is designated as a Developing community, and as such is expected to accommodate growth, support centers along corridors, encourage connected land use patterns, and encourage the development of communities where shopping, jobs, and a variety of housing choices co-exist by design. Developing communities are also expected to accommodate sewered residential growth at a minimum net density of 3 to 5 units per acre. The Update identifies policies to promote new development in areas that can be readily served by urban services, improve appearance of major corridors, and create desirable and livable neighborhoods. The City submitted a revised Land Use Table in 5- Year Stages and a revised land use map on April 22, 2009. The revised land use table and map indicate that the City is planning for four residential land use categories: Single Family Residential, Medium Density Residential. High Density Residential, and Mixed Use Primarily Residential. As shown in table Land Use Change from 2000- 2030, the City is planning for a minimum net density of3.16 units per acre through 2030. Density Range Cate 0 Min Max Net Acres Min Units Max Units Single Family Residential 3 5 2439 7317 12195 Medium Density Residential 5.01 8 219 1097 1752 High Density Residential 8.01 12 0 0 0 Mixed Use - Primarily Residential 3 5 40 120 200 The City's planned minimum net density is consistent with the Council's minimum net density of3 units per acre. In addition, the City has participated in the Council's Plat Monitoring Program, with data submitted for the years 2000 through 2008. Data from this program shows that the City has developed 4,626 units on 1,224 net residential acres, for a net density 00.78 units per acre. Advisory Comments In the revised table, the City has stated that the minimum densities are "typical" densities for the Single Family Residential, the Medium Density Residential, and the Mixed Use Primarily Residential. Council staff recommends that the City remove "typical" from the land use table and include language in the text that describes that new development will occur at the set minimum densities, while existing development may be lower than the minimum for that category. To correct internal inconsistencies, the City needs to revise th~ density descriptions for Single Family Residential and Mixed Use in Section 3.3.1 of the Update to reflect the revised density ranges contained in the updated Land Use Table in 5-Year Stages. 7 Housing Reviewer: Linda Milashius, CD-Livable Communities, (651-602-1541) The Update acknowledges the city's share ofthe region's affordable housing need for 2011-2020 which is 2,105 units. To provide the opportunity to meet this need, the Update identifies the implementation tools and programs the city will use to promote opportunities to address its share of the region's housing need. The City will continue its active participation with the Scott County Community Development Agency to preserve and maintain existing affordable housing, provide information to residents on local, state and federal resources, and develop new affordable housing units. The City has in place a planned unit development ordinance that can, and has allowed for higher densities, reduced setback requirements and other features that in combination can and have resulted in more affordable housing in the city. Shakopee is an active participant in the Livable Communities Local Housing Incentives Program, and has applied for and received $520,000 in funding through the Local Housing Incentives Account to assist in the development of affordable housing. The Plan identifies sufficient land available for future residential development to accommodate the City's share ofthe regional affordable housing need between 2011 and 2020. The Update indicates that approximately 219 acres of land will be guided for medium density residential development, at 5-8 units per acre. It indicates that 58 acres of land mostly guided as commercial may also be developed as a residential use at 8 to 20 units per acre. In addition, the city has a current inventory of approximately 145 multifamily attached lots that can be developed at 8 units per acre. The Update states that the city's predominant single- family zoning district allows single family detached lots of 6,000 square feet with net densities of between 4 and 5 dwelling units per acre. Shakopee is encouraged to continue to explore redevelopment in appropriate areas of the city as a means to offer even greater opportunities for more dense residential development proximate to employment and services. Its earlier examples of in fill and redevelopment of higher density affordable development should continue to set the example for a more intensive reuse of land for residential development. Community and Individual Sewage Treatment Systems (ISTS) Reviewer: Jim Larsen, CD-Local Planning Assistance, (651-602-1159) The Update is consistent with Council policies and Minnesota Pollution Control Agency (MPCA) Rules. The Update indicates that there are approximately 787 ISTS in operation in the City, as shown on Figure 3-3 ofthe Update. The city has delegated responsibility for installation, operation and maintenance ofISTS to Scott County. Scott County's ordinance and maintenance program are consistent with MPCA Rules and Council policies. Water Supply Reviewer: Sara Bertelsen, ES - Water Supply Planning, (651-602-1035) The Update is consistent with the policies of the Council's WRMPP. The Council recommends the City continue to implement conservation programs targeted at reducing residential water use. Resource Protection Historic Preservation Reviewer: Tom Caswell, CD - Local Planning Assistance, (651-601-1319) The Update is consistent with the RDF. The Update includes historic preservation and meets the requirements of the Metropolitan Land Planning Act. It identifies several areas in the City where historic buildings exist. The Update also contains policies encouraging the retention, maintenance and upgrading of historic buildings, including reclassifying existing historic single family from non-conforming to conforming uses so that they may be maintained and expanded. 8 Solar Access Protection Reviewer: Tom Caswell, CD -Local Planning Assistance (651-602-1319) The Update is consistent with the RDF in acknowledging the importance of access protection. It contains a discussion of solar access, and provides goals and objectives to support, plan for, and encourage the use of solar energy. This meets the requirements of the Metropolitan Land Planning Act. Aggregate Resources Protection Reviewer: Jim Larsen, CD-Local Planning Assistance, (651-602-1159) The Update acknowledges the presence of aggregate resource deposits within the City and its orderly annexation agreement areas. However, the Update does not map aggregate resource data consistent with Minnesota Geological Survey lriformation Circular 46 (Circular 46). The Update also does not identify planning and regulatory measures to ensure that available (excludes urbanized, SMSC, and environmentally protected lands) aggregate resources are extracted prior to further urbanization of aggregate-rich sites. The Local Planning Handbook (Handbook) discusses comprehensive plan requirements for aggregate resources. The Handbook refers the reader to Circular 46 for the location of identified lands underlain by aggregate resources within the Metropolitan Area. The Handbook states that if an aggregate resource "has been identified within the municipality", its land use plan "must show" the following: - areas and type of aggregate on the existing and planned land use map, - land use plans that address and minimize potential land use conflicts, and - planning and regulatory measures to ensure that aggregate resources are extracted prior to urbanization of an aggregate-rich site. The City's Zoning Code only applies Mining Overlay Zones to land within heavy industry (I-2) zoned lands, or to land in other zones which is within an existing mine or adjacent to and surrounded on at least three sides by an existing mine. The Update shows two 'Mining Overlay' areas totaling approximately 160 acres on the Proposed Land Use Map. Less than 40 acres within those two 'Mining Overlay' areas is included within the Circular 46's identified 2000+ acres of aggregate resources located within the City when that study was undertaken. Portions of the Circular 46-identified aggregate resource area have been urbanized prior to mining of underlying aggregate resources. There are still hundreds of acres of un-urbanized land outside the City's current MUSA line, un<ierlain by unencumbered aggregate resources. Council staff requests that to present Circular 46 data on a City Land Use Map (as required by Handbook guidance) would allow for the easy observation of undeveloped parcels that are underlain by aggregate resources - it would not require those resources be mined, especially if those lands are already urbanized or subject to environmental protection overlays. Advisory comment That the Update indicate the undeveloped parcel underlain by aggregate resources. PLAN IMPLEMENTATION Reviewer: Tom Caswell, CD - Local Planning Assistance, (651-602-1319) The Update is consistent with the RDF by including a description of its implementation tools including official controls and zoning. The Update also contains a complete Capital Improvement Program. Although the City does not anticipate significant changes in it official controls, the City is reminded that it must submit copies to the Council of any changes made to any of the above within 30 days of their adoption. COMPATIBILITY WITH PLANS OF ADJACENT GOVERNMENTAL UNITS AND PLANS OF AFFECTED SPECIAL DISTRICTS AND SCHOOL DISTRICTS 9 The City submitted the Update to adjacent local units of government, school districts, counties and special districts for comment on January 4, 2008. No compatibility issues with plans of adjacent governmental units and plans of affected special districts and school districts were received. DOCUMENTS SUBMITTED FOR REVIEW . Draft 2008 to 2030 Comprehensive Land Use Plan Update, December 29,2008, submitted by R. Michael Leek, Community Development Director. . Supplemental Information, February 20,2009, submitted by R. Michael Leek, Community Development Director. . Supplemental Information, Apri124, 2009, submitted by R. Michael Leek, Community Development Director. ATTACHMENTS Figure 1: Location Map with Regional Systems Figure 2: 2030 Regional Development Framework Planning Areas Figure 3: 2030 Land Use Plan 10 Figure 1. Location Map Showing Regional Systems Shako pee \,7 J E [- ""Pi-} _! ~" -, 1---1 1 ... &'1u\ Creek Tw). .-t, 0 0,5 1 1.5 2 2,5 3 3.5 Miles Regional Systems Wtstewater SelVices Regionill aId Stcfe Trails _ h1en:eplors ...... Rogional E>iiS1ing . TrealmOnt Plants ....... 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' , Developed .IlrelI 'flT",q--' ----1.... . ~ I 4", ...:&".!....rY.._I..I.. ___iT. .(--..-\.-- Developing Arell CARVER'l' I ~ J -~-'-~-l'--.- ,I ~._ Jo ! DiversitiedRural oll" J~j-'~-~ t.! ri.' ~..- ._.;~t.j['"l_ .. ---~._--~,,-l..,,-.<::;r, Non.Council.llrell . --! r9AKUT.Aj' '-r-~)nll-- ........~--!--.:.t_..l Rural Center ~ I J .i:J f', - . . , . II..",. I ! ' Rural Resldentllll : J ..':"'1.1 ...",;:J _. --n . - - TLG street Cente~ines. 2007 12 Proposed Land Use 2030 -~-,~----~--_. ------- ..~_._----,_. ------------- . ~ .j! -. ", ('J~ i ~ 1 ~ ~ ~ 0"0 .. ~ .~ ! z ~ l< c..s::: i j ~ ~ j .. ~ 1 ~ ] - g . o ~ - <a ~ ~ :: ' 'S '= " ~ a '" ~~ ~ .~ .il !.J::;) J l1.s~]:;'2i " e " ~ ~ 1 . .;l .EI .EI :>: '" :>: ;" J: ~D~ljl -- -~-------- 13 City of Shakopee, Minnesota Approved August 18, 2009 TABLE OF CONTENTS 1. 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 11. Economic Development 12. Solar Access 13. CIP Resolution of Approval City of Shakopee 2030 Comprehensive Plan Introduction 1. To make sure that the comprehensive plan remains relevant and reflects the taking account of developments and/or changes in the community that require adjustments.; 2. which is administered by the Metropolitan Council. While the City has an obligation to meet the MLPA requirements, by far the most 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- 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. 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. 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. Planning for 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 Final 08122009.doc 1 City of Shakopee 2030 Comprehensive 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 comprehensive plan, the City has largely relied on and used the Metropolitan Council projections set forth below. The one projection for which the City is seeking consideration of an amendment is the 2030 employment projection. The reasons for this request are as follows; In 2008, Shakopee staff was informed that the City had already exceeded the 2010 employment projection of 17,800. This logically suggests to the City that the Metropolitan Counci 28% increase in employment over 20 years) is overly pessimistic. seem very light in view of the guided land uses. An example is TAZ 1070 in the area of the Southbridge Crossings and Southbridge Crossings East commercial developments. Only 320 jobs are projected in this TAZ. employ up to 50% of its residents in the City or Scott County, as opposed to about 32% currently. 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. Revised Development Framework 1990 2000 2010 2020 2030 Population 11,739 20,568 39,500 48,500 52,000 Households 4,163 7,540 15,000 19,500 21,500 Employment 8,500 12,476 17,800* 21,300 31,021** *n 2008 Metropolitan Council staff had indicated to Shakopee planning staff that the City had already exceeded the 2010 employment projection. **The City is requesting amendment of the 2030 employment forecast H:\ComPlan2008\draft chapters\Introduction\Introduction Final 08122009.doc 2 City of Shakopee 2030 Comprehensive Plan Introduction 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 MLPA, 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. ORGANIZATION OF THE DOCUMENT: 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; includes the following elements; Land use; Housing; Surface water management; Water supply planning; Solar access protection; Economic Development; H:\ComPlan2008\draft chapters\Introduction\Introduction Final 08122009.doc 3 City of Shakopee 2030 Comprehensive 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 of Shakopee is to provide the opportunity to live, work, and play in a community with a proud past, promising future, and small-town atmosphere within a metropolitan setting. 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 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; …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 chapters\Introduction\Mission and Vision Statements 12042008.doc 1 City of Shakopee 2030 Comprehensive 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 chapters\Introduction\Mission and Vision Statements 12042008.doc 2 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use 3.1 RMP: ELATIONSHIP TO ETROPOLITAN LANNING The City of Shakopee2030 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 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 In future planning cycles, this analysis may serve as the basis for additional updates by the City, the townships and/or the County. íòí CC: OMMUNITY ONTEXT 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 of a river crossing that did not periodically flood, the Metropolitan Council termed Shakopee a 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 developing suburb 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 characteristics include: A historic and largely intact downtown district - 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 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 1 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand 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. Commercial/Industrial- 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 . Development of commercially guided and zoned properties at the intersection of CSAH 17 (Marschall Road) and STH 169, as well as along CSAH 18 has proceeded rapidly since the opening of STH 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. Citys 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 City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 2 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use Kmart Warehouse/Retail 424 Anchor Glass Container Mfg. Glass Bottles 285 Toro 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: 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 31,021 * 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 MLPA, 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 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand 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. íòíÔËÝôÆÝÓæ ßÒÜ ÍÛ ßÌÛÙÑÎ×ÛÍ ÑÒ×ÒÙ ßÌÛÙÑÎ×ÛÍ ßÒÜ ßÐÐ×ÒÙ 3.3.1 L AND USE CATEGORIES The Land Use Table accepted by the Metropolitan Council is found at the end of this chapter. r 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 Z,R: ONING ESIDENTIAL Because of its history, and the role it has and does play as 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 . 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 4 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use 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-1A): 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. 3.3.3Z,CLU: ONING OMMERCIAL AND SES For 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 5 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use 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 Community Commercial (C-C): The C-C Zone is intended for businesses that may serve the entire community, and may even 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- 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 ILU: NDUSTRIAL AND SE 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 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 (I-1): The I-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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 6 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use Heavy Industrial (I-2): The I-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. íòì ÔßÒÜ ÍËÐÐÔÇ Taccompanying 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 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 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. immediately follows the text of this chapter. 3.5 AGGREGATE 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 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 hority, 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 PRESERVATION: City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 7 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use including U.S. TH 169, U.S. Highway/CSAH 101, and CSAH 17/Marschall Road. With the opening of the Bloomington Shakopee changed significantly, re-routing most commuter traffic 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 (HPAC), 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 d 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. íòëòï ÉÛÍÌ ÛÒÜñÖßÝÕÍÑÒ ÌÑÉÒÍØ×Ð Ü×ÍÌÎ×ÝÌ This district is bounded on the north and west by the Minnesota River; CR 41 on the southwest; th CR 78 or 130 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. ÉÛÍÌ ÛÒÜñÖßÝÕÍÑÒ ÌÑÉÒÍØ×Ð ÔßÒÜ ËÍÛ ÐÔßÒ 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 shown current jurisdictional area is Annexation of land and review by the Metropolitan Council City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 8 City of Shakopee 2030 Comprehensive PlanLand Use City of Shakopee 2030 Comprehensive PlanLand Use 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. 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 Avenue 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. th Along the southern side of the District, CSAH 78 or 130 Street is anticipated to be developed as CR 17 to CSAH 41. Within the area south of TH 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 17 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 th area that lies between 115 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 9 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 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 th City along with local street improvements (i.e., 10 Avenue and Vierling Drive extension) will 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 in the Scott County Comprehensive Plan for Jackson Township. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 2 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use The commercial areas surrounding the CR 69 interchange will be the southwest gateway 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 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 th and 115 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. th The second area for low density residential use lies north and south of 17 Avenue. 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 of CSAH 16) and the existing CRs. Focal points for this area will be the new high school located south of 17th Avenue 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 3 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use íòëòî ÜÑÉÒÌÑÉÒ Ü×ÍÌÎ×ÝÌ The Downtown District is located generally between the Minnesota River and Third Avenue. 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 -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-locate 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 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. The which re-routed much of the regional traffic away from the Downtown and Riverfront/First Avenue 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 4 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 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 Avenue 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 5 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 st Fuller Street. The parking lot was improved and the intersection of Fuller Street and 1 Avenue 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 Avenue, 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 Avenue and proposed improvements west of Scott Street, it is expected that the streetscape treatments that City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 2 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 Avenue intersection to a four-way intersection providing access north of First Avenue 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. rd The City has recently constructed a new municipal library at the corner of Lewis Street and 3 Avenue. 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 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 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 City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 3 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 Avenues. 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- 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 Avenue 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 4 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 flexibilities that could allow site sensitive architecture and integration with industrial land uses south of First Avenue. 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 of 2007 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. íòëòí Î×ÊÛÎÚÎÑÒÌñÚ×ÎÍÌ ßÊÛÒËÛ Ü×ÍÌÎ×ÝÌ City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 5 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use The Riverfront/First Avenue 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 Avenue 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 Avenue is also the CSAH 101Corridor, 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 Avenue. 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. ÔßÒÜËÍÛÐÔßÒ Upon evaluating the physical characteristics of Riverfront/First Avenue 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 Avenue 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 Avenue. 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 Avenue. 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 Avenue. 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 Avenue Avenue. The manufactured housing park is in a state of decline. The structures are showing City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 6 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use deterioration and the grounds are not well maintained. The overall impact of the manufactured 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 Avenue 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 Avenue. 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 patially memorable. In this regard, streetscape along 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 Avenue and Marschall Road should expand and reinforce that image. While the reinforcement of the Downtown image along First Avenue 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 Avenue and Marschall Road. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 2 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 Avenue or Marschall Road. Some of the improvements such as the right-of-way improvement may proceed with the private property improvements. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 3 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 4 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 5 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use MIXED USE A mixed land use is proposed on both north and south of First Avenue. 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 Avenue 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 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 Avenue 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 Avenue 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 Avenue 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 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use ÍËÓÓßÎÇÑÚÎ×ÊÛÎÚÎÑÒÌñÚ×ÎÍÌßÊÛÒËÛÜ×ÍÌÎ×ÝÌ ÎÛÝÑÓÓÛÒÜßÌ×ÑÒÍ 1. Concentrate commercial land uses within the Riverfront/First Avenue Planning District. 2. Examine opportunities for the relocation and redevelopment of the manufactured housing 3. Investigate redevelopment potential of the automobile dealerships south of First Avenue 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 b 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 Avenue streetscape. 5. Control access points from First Avenue into commercial sites. Locate parking between buildings and use accent walls or landscape screening to minimize their visual impact on First Avenue. 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 Avenue. Streetscape treatments should continue through the commercial areas and into the proposed residential areas. íòëòì ÓßÎÍÝØßÔÔ ÎÑßÜ Ü×ÍÌÎ×ÝÌ 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. LANDUSEPLAN 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 7 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use In evaluating the redevelopment potential of Marschall Road, it will take lower priority than the Riverfront/First Avenue 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 Avenue 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 Avenue. Streetscape along First Avenue should emphasize landscaping, street lighting, and sidewalks to make the area a more pedestrian-friendly location. The streetscape guidelines identified in the Riverfront/First Avenue 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. City of ShakopeeDraft Section 3: Land Use Plan 6/14/2007, rev. 10/16/2007, rev. 03/25/2008 8 Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 3.6 ÛÈ×ÍÌ×ÒÙ ÔßÒÜÓßÎÕÍ ßÒÜ ÜÛÍ×ÙÒ ÚÛßÌËÎÛÍ 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 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 ign. 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 Design 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive 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 Design Concepts 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 significant buildings also signals that the community values these cultural treasures. To the 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 Design Components 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: H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive 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 Implementation 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. Type 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 Awards 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 H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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. 3.6.7Corridors 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 Streetscape 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 H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 maintain 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 3.7GOALS, 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 that have been identified 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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 Avenue to improve transitions between land uses, retail vitality, overall appearance, and safety. Strategy 3.2. 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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. 3.4.2Zoning 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: H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive Plan Land Use 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: Goal 5. 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. H:\ComPlan2008\draft chapters\Land Use\Land Use 2030_final_08122009.doc Shakopee, Minnesota 2030 Comprehensive Plan Land Use Shakopee, Minnesota 2030 Comprehensive 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 2030_final_08122009.doc NLDOOWGOD RDGNIWDER DREKALSNAED Local Planning Handbook Section 3. Land Use LAND USE TABLE IN 5-YEAR STAGES Existing and Planned Land Use Table (in acres)Incremental Acreage Increases in 5 yr categorie s ExistingChange Allowed Density Range (2000)201020152020202520302000-2030 Housing Units/Acre MinimumMaximum Within Urban Service Area Residential Land Uses Low Density Residential132669624420149624902,789 Low Density Residential3512086106202394 Medium Density Residential5.01860729000029 High Density Residential8.011275000000 *NANA000400040 Mixed Use Primarily Residential C/I Land Uses Est. Employees/Acre Commercial161328000028 Industrial1257018300183 OfficeNANA000000 Mixed Use Primarily C/I*NANA000000 ExtractiveNAA000000 N Public/Semi Public Land Uses Institutional442000000 Parks and Recreation96303800038 Open Space1895000000 Roadway Rights of Way2468000000 UtilityNA000000 RailroadNA000000 AirportNA00000 Subtotal Sewered 12109767564192124903501 Minimum lot MaximumExistingChange sizelot size(2000)201020152020202520302000-2030 Outside Urban Service Area Rural Residential 2.5 acres or less2.5NA60757857896500557 Rural Residential 2.5 -10 acres2.5NA8286806572600828 Rural Residential 10-40 acres2.5NA164714141318108310150632 Agricultural 40+ acres40NA18671510119861250301364 Subtotal Unsewered 4949418237511817156815683381 Undeveloped (SMSC) NANA173917391739 1739173917390 Wetlands----000000 Open Water, Rivers and Streams----2512512512512512510 Total 190481904819181191681916819168120 * 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. A The supplemental land use map identifies land use categories and those acreages currently within the MUSA boundary and those outside the MUS but within city limits, that are identified for affordable housing development. 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. Outside Urban Service Area reflects acreages within the City's current (2008) boundaries. August 2, 2005 <1.> men 0'><1.> <1.> U s..... s..... O'>::::J 0'>0 <(en 0<1.> en NO:: Q) a ~ N ::J 0 en Q) 0:: Q) C" m 0) cu ~ "'0 C 0) ::J 0) 0 <( CCl 0 ~ N 0 U N l ~. .. P', 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 TABLE OF CONTENTS 1.0 INTRODUCTION.....................................................................................................................1 2.0 STUDY AREA AND TRANSPORTATION SYSTEM OVERVIEW.....................................3 2.1 Study Area.....................................................................................................................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 Aviation..........................................................................................................................8 3.0 GENERAL PLANNING CONSIDERATIONS........................................................................9 3.1 Future Land Use in Shakopee, Jackson Township, Louisville Township.....................9 3.2 Transportation Plans....................................................................................................10 4.0 TRANSPORTATION ISSUES REVIEW AND ANALYSIS................................................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 Avenue.............................................................................18 4.7 CSAH 17/TH 13 Corridor Study.................................................................................20 4.8 CSAH 42 Corridor Study.............................................................................................20 5.0 FUTURE TRANSPORTATION 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 Traffic Results.....................................................................................................28 6.0 TRANSPORTATION 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 Transit..........................................................................................................................36 6.7 Non-Motorized Transportation....................................................................................38 City of Shakopee 2030 Comprehensive Plan Transportation List of Tables 5.1 Transportation Improvements Assumed as Part of 2030 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 Access Spacing Guidelines....................................................................................................35 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 (TAZ) 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 City of Shakopee Transportation Plan Page 1 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 areasFigure 1.2shows 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 City of Shakopee Transportation Plan Page 2 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 of TH 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. City of Shakopee Transportation Plan Page 3 City of Shakopee 2030 Comprehensive Plan Transportation 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 of TH 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: City of Shakopee Transportation Plan Page 4 City of Shakopee 2030 Comprehensive Plan Transportation Relievers 1. – 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. Expanders 2. – 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. Connectors 3. – 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. 1 CSAH 17 and CSAH 83 are connector roadways in the Project Area. Augmenters 4. – These minor arterials are roads that augment principal arterials, primarily within the I-494/I-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: th 4 Avenue; CSAH 83 to Fuller Street th 6 Avenue; Harrison Street to Holmes Street th 10 Avenue; CSAH 69 to CSAH 17 CSAH 16; CSAH 17 to CSAH 18 CSAH 14; TH 169 to CSAH 17 th CSAH 15; 6 Avenue to TH 282 thth Fuller Street; CSAH 101 to 4 Avenue (connection to/extension of 4 Avenue “B” minor arterial) 1 It may be noted that CSAH 17 is being studied by Mn/DOT and Scott County to determine its most appropriate future functional classification; it may become a principal arterial. City of Shakopee Transportation Plan Page 5 City of Shakopee 2030 Comprehensive Plan Transportation 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 th County Road 77; 10 Avenue to CSAH 78 th County Road 79; 10 Avenue to CSAH 14 thth Holmes Street; 4 Avenue to 10 Avenue stth County Road 79 (Spencer Street); 1 Avenue to 10 Avenue th Market Street; 4 Avenue to Bluff Avenue Sarazin Street; CSAH 16 (Eagle Creek Boulevard) to CSAH 101 th Shenandoah Drive; 4 Avenue to CSAH 101 th Valley Park Drive; 12 Street to CSAH 101 Valley Industrial Boulevard South; CSAH 83 to Valley Park Drive th 12 Avenue; CSAH 83 to Valley Park Drive th 13 Avenue; CSAH 18 to east municipal boundary Vierling Drive; County Road 77 to CSAH 16 St. Francis Avenue/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 onFigure 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. City of Shakopee Transportation Plan Page 6 City of Shakopee 2030 Comprehensive Plan Transportation 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 Average 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. City of Shakopee Transportation Plan Page 7 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 of 3,910 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 FAA Form 7460-1 “Notice of proposed Construction or Alteration.” City of Shakopee Transportation Plan Page 8 City of Shakopee 2030 Comprehensive Plan Transportation 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 2.1there 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 of TH 169 in current Jackson Township with good access to the Union Pacific Railroad line, City of Shakopee Transportation Plan Page 9 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. th Roadway Jurisdictional Classification—the County Transportation Plan suggests that 17 Avenue, 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 th Jackson Township may be needed before 17 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. City of Shakopee Transportation Plan Page 10 City of Shakopee 2030 Comprehensive Plan Transportation 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 2 four-lane divided. 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 NEPA 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 Mn/DOT’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 I-494 and TH 60 south of Mankato. Between I-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 I-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 Mn/DOT 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. City of Shakopee Transportation Plan Page 11 City of Shakopee 2030 Comprehensive Plan Transportation 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 of CSAH 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 Avenue 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. City of Shakopee Transportation Plan Page 12 City of Shakopee 2030 Comprehensive Plan Transportation 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. City of Shakopee Transportation Plan Page 13 City of Shakopee 2030 Comprehensive Plan Transportation 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 (NEPA) 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-2Aexisting 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 FHWA 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 4 of land in the south-central portion of the Shakopee corporate boundaries (see Figure.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 Use—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 of CSAH 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 th The 1998 Shakopee Transportation Plan identifies the goal of constructing 17 Avenue ultimately between CR 69 and CSAH 83. This roadway would serve as a southern frontage road to TH 169, th similar to Vierling Drive north of TH 169. The Plan also identifies the future 17 Avenue as an “A” Minor Arterial and recommends a four-lane facility with left and turn lanes at major th intersections. To date, 17 Avenue has been constructed with this section west to CSAH 15. th In its 2020 Transportation Plan (2001), Scott County identifies that a 17 Avenue jurisdictional change to the County may be discussed between the County and the City. This jurisdictional change occurred in 2008. th Currently, a question involving 17 Avenue is how far west it should be extended. An important th factor in this assessment process is the bluff line which exists west of CSAH 15. If 17 Avenue were extended directly west of CSAH 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. TheTH 169 Corridor Management Plan (Mn/DOT, 2002) identifies a potential frontage road south of TH 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. th When assessing how far west to extend 17 Avenue as an anticipated future County arterial roadway, it is unclear how much County-level demand there would be for such an extension beyond th CSAH 15. Motorists on 17 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. th The alternative of extending 17 Avenue 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 th baseline 2030 road network and land-use development. The baseline roadway network has 17 Avenue terminating at CSAH 15. It also assumes a frontage road south of TH 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 th conditions referenced above, plus an extension of 17 Avenue between CSAH 15 and CR 69. th The Viper run, including the 17 Avenue extension to CR 69, did not show substantial operational gains in terms of reduced traffic levels on surrounding roadways. The following summary points th can be made regarding the 17 Avenue 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. th Assuming either an interchange or an overpass at TH 169/CR 69, the traffic levels on 17 Avenue drop by over 50 percent west of CSAH 15, suggesting relatively limited “through” traffic on this segment. The recommended 2030 roadway system identified in the draft Shakopee Transportation th Plan will have more than adequate capacity for the forecasted traffic levels assuming 17 th Avenue to terminate at CSAH 15. The 17 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 th that the extension of 17 Avenue west of CSAH 15 would have local access benefits, but not substantial system-wide capacity and/or connectivity benefits. th Based upon the factors identified above, it is recommended that 17 Avenue be extended west only th to CSAH 15 as an “A” minor arterial. A westerly leg of the CSAH 15/17 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 th plan. South of this frontage road, CSAH 16/17Avenue 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 of 2008 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 Avenue, 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 ROADWAY NETWORK Identification Number on Programmed/Anticipated Improvement Figure 5.1 Interchange at TH 169/CSAH 69 1 Extension of Vierling Drive from Taylor Street to CSAH 69 2 th Extension of 17 Avenue from CSAH 15 to CR 69 (above bluff line) 3 Re-align Valley View Road connection with CSAH 17 further to north; 4 th extend Valley View Road west and north to a connection with 17 Avenue Extension of Thrush Street east to CSAH 83 5 th Extension of 12 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 The TAZ 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: th 10 Avenue/Spencer Street Vierling Drive/Spencer Street Vierling Drive/Eagle Creek Boulevard th 17 Avenue/CSAH 15 th 17 Avenue/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/Independence 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 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 TAZ 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 TRANSPORTATION 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 1061B (1181) 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 76,218 32,365 14229 47917 61916 Total 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 69to become an “A” Minor Arterial CSAH 21 FROM TH 169 to Municipal limit and southto become a Principal Arterial (per TH 21 Scoping Decision Document and 2020 Scott County Transportation Plan) CSAH 18 from CSAH 21 to CSAH 42to 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 83to become a Collector th Independence Drive from 17 Avenue/CSAH 16 to Valley View Road to become a Collector th Sarazin Avenue from St. Francis Avenue to 17 Avenue/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. th Jurisdiction over 17 Avenue 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 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 project. 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 of CSAH 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 I-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 of TH 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 th east, 12 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 FIGURES APPENDIX A Travel Forecasting Model and Methods APPENDIX A TRAVEL 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 TAZ 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 Shakopee 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 TAZ. 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 TAZ 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 TAZ areas. The model performs iterations to generate, distribute, and assign total trips throughout the overall network. Shakopee Transportation Plan 2 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 COMPREHENSIVE SANITARY SEWER SYSTEM PLAN Prepared for: City of Shakopee 129 Holmes Street Shakopee, MN 55379 December 8, 2008 Prepared by: WSB & Associates, Inc. 701 Xenia Avenue South, Suite 300 Minneapolis, MN 55416 763-541-4800 (Tel) 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, MN 55379 Re: Comprehensive Sanitary Sewer System Plan City of Shakopee, MN 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 Project 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 TABLE OF CONTENTS 1.0EXECUTIVE SUMMARY.....................................................................................................1 2.0PURPOSE AND SCOPE........................................................................................................3 3.0EXISTING SANITARY SEWER SYSTEM.........................................................................4 3.1Sanitary Sewer Service Area........................................................................................4 3.2Gravity Sewers..............................................................................................................4 3.3Lift Stations...................................................................................................................4 3.4On-Site Disposal Systems.............................................................................................5 4.0LAND USE...............................................................................................................................6 4.1Land Use Breakdown....................................................................................................6 4.2Existing Developed and Developable Areas.................................................................6 5.0GROWTH PROJECTIONS...................................................................................................7 5.1Projected Residential Growth.......................................................................................7 5.2Projected Non-Residential Growth...............................................................................9 6.0SANITARY SEWER DESIGN CRITERIA.......................................................................12 6.1Estimated Flow Generation Rates...............................................................................12 6.1.1General...........................................................................................................12 6.1.2Residential Flow Rates...................................................................................12 6.1.3Non-Residential Flow Rates...........................................................................13 6.2Peak 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 6.3Infiltration/Inflow.......................................................................................................15 6.3.1General...........................................................................................................15 6.3.2I/I Analysis.....................................................................................................16 6.3.3Municipal I/I Reduction.................................................................................16 7.0FUTURE SANITARY SEWER SYSTEM..........................................................................18 7.1Sanitary Sewer Districts..............................................................................................18 7.2Wastewater Flow Projections......................................................................................19 7.3Future Trunk Sanitary Sewer System.........................................................................21 7.3.1Northwest Shakopee (NWS)..........................................................................21 7.3.2North Shakopee (NS).....................................................................................22 7.3.3Northeast Shakopee (NES).............................................................................23 7.3.4North Central Shakopee (NCS)......................................................................23 7.3.5West Shakopee (WS)......................................................................................24 7.3.6East Shakopee (ES)........................................................................................24 7.3.7Southeast Shakopee (SES).............................................................................25 7.3.8South Shakopee (SS)......................................................................................26 7.3.9Central Shakopee (CS)...................................................................................28 7.3.10Jackson/Shakopee (JS)..................................................................................28 Comprehensive Sanitary Sewer System Plan City of Shakopee, MN WSB Project No. 1381-05 TABLE OF CONTENTS (continued) 7.3.11South Louisville/Jackson (SLJ)....................................................................29 7.3.12West Jackson (WJ)........................................................................................30 7.3.13West Louisville/Jackson (WLJ)....................................................................31 7.3.14Southwest Louisville (SWL)........................................................................31 8.0CAPITAL IMPROVEMENT PROGRAM.........................................................................33 8.1Future System Improvement Costs.............................................................................33 8.2CIP Policy...................................................................................................................33 9.0RECOMMENDATIONS......................................................................................................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 Page 1 WSB Project No. 1381-05 costs do not include the cost of installing lateral sewers for development. Table 1-1 on 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 projects 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 Page 2 WSB Project No. 1381-05 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 Page 3 WSB Project No. 1381-05 3.0 EXISTING SANITARY SEWER SYSTEM 3.1Sanitary 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. 3.2Gravity 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 (I/I) 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 I/I, June 30, 2006.” 3.3Lift 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 Page 4 WSB Project No. 1381-05 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 of 90 gpm, and MCES L16 has a capacity of 3,700 gpm. Figure 3-2 shows the locations of the existing lift stations. 3.4On-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 Page 5 WSB Project No. 1381-05 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 Page 6 WSB Project No. 1381-05 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 Page 7 WSB Project No. 1381-05 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 20012002200320042005Avg. Residential (1,000 Gal) 733,466698,124 891,809 967,524 1,076,463 Commercial (1,000 Gal) 341,272405,416 474,185 472,333 456,977 Industrial (1,000 Gal) 226,602 154,664 165,298 167,480 133,499 Other (1,000 Gal) 22,12317,00319,13823,17630,464 Total (1,000 Gal) 1,323,4631,275,2071,550,4301,630,5131,697,403 WW Flow (1,000 Gal) 1,035,4001,006,500970,300 1,163,1001,175,400 WW % of water 78.23%78.93%62.58%71.33%69.25%72.07% Water Demand (MGD) 3.633.494.254.474.65 WW Flow (MGD) 2.842.762.663.193.22 6.1.2Residential 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 Page 12 WSB Project No. 1381-05 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 2 Estimated Residential Residential 1 Estimated Residential Residential Persons per Residential WW Flow per WW Flow YearPopulationWater Use Connections ConnectionWW Flow Connectionper Person Served(gal/day) (gal/day)(gal/day)(gal/day) 2001618420,7253.352,009,4961,446,83723469.81 2002715922,8303.191,912,6681,377,12119260.32 2003724423,8573.292,443,3121,759,18524373.74 2004798027,3093.422,650,7511,908,54023969.89 2005858329,1433.402,949,2132,123,43324772.86 Average231.1569.32 1 Estimated population served from public water supply inventory, except 2003. 2003 population was based on MCES estimates for each TAZ. 2 Estimated residential wastewater flow equal to 72% of total water use, not actual data 6.1.3Non-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 Page 13 WSB Project No. 1381-05 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 LargeRemaining Total UsersUsers 1 4,247,7541,329,000 2003 Water Sold (gal/day) Estimated WW Flows (gal/day) 3,058,383956,880 Less Residential WW Flows (gal/day) 1,759,18571,280 Non-Residential WW Flows (gal/day) 1,299,198885,600413,598 2 2,733958.51,775 Non-Residential Area Developed (acres) Flow/Gross Acre (gal/acre/day) 475924233 1 From Comprehensive Water System Plan 2 Estimated 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 Page 14 WSB Project No. 1381-05 Table 6-4 Existing Estimated Wastewater Flows by Sewer District Existing Existing Existing Existing Avg. Day Peak Hour Avg. Day Peak Hour Sanitary Sewer District MeteredMeteredEstimatedEstimated Flow (mgd) Flow (mgd) Flow (mgd) Flow (mgd) 1.263.78 Northwest Shakopee (NWS) 1.26 0.702.31 North Shakopee (NS) 0.090.36 Northeast Shakopee (NES) North Central Shakopee 0.150.59 (NCS) 0.391.40 West Shakopee (WS) 6.81 0.240.89 East Shakopee (ES) 1.96 0.040.16 Southeast Shakopee (SES) 0.050.20 South Shakopee (SS) 0.371.33 Central Shakopee (CS) 0.150.59 Jackson/Shakopee (JS) South Louisville/Jackson 0.040.16 (SLJ) West Louisville/Jackson 000.000.00 (WLJ) West Jackson (WJ) 000.000.00 Southwest Louisville (SWL) 000.000.00 Total System 3.226.813.48 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 I/I 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, I/I can become an increasing problem. Therefore, it is imperative that I/I be reduced whenever it is cost effective to do so. The MCES has established I/I goals for each community discharging wastewater into the Metropolitan Disposal System (MDS). In February 2006, MCES adopted an I/I Surcharge Program which requires communities within their service area to Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 15 WSB Project No. 1381-05 eliminate excessive I/I 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 $350,000 per mgd above the MCES goal for the highest single event during the period. 6.3.2I/I 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 I/I goal. In 2004, the allowable peak hourly flow was 8.28 mgd. In 2004, the peak hourly flow was 5.24 mgd, well below the I/I goal. Therefore, the City has not currently been assessed a financial penalty by MCES. The I/I 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 I/I 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. 6.3.3Municipal I/I Reduction The City is not currently on the MCES List of Communities with Observed Excess I/I. One major I/I 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 15-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 I/I are seen in Table 6-5 below. It shows a gradual reduction the average daily flow rate to MCES lift station L16. 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 Page 16 WSB Project No. 1381-05 Table 6-5 MCES L16 Wastewater Flows Average Daily Flow Peak Hour Flow Year(gpd)(gpd) 20001,491,3673,249,750 2001(complete or NA) (Complete or NA) 20021,296,1883,053,437 20031,134,7832,463,143 20041,311,1573,107,179 20051,257,6412,985,826 Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 17 WSB Project No. 1381-05 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 Page 18 WSB Project No. 1381-05 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 Page 19 WSB Project No. 1381-05 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 I2.1 to I3.4. 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. 7.3.1Northwest Shakopee (NWS) 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 10-inch to 21-inches in diameter, ultimately collected at MCES lift station L16. MCES L16 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 I/I 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 L16 collects all flows from the district and isolates the district Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 21 WSB Project No. 1381-05 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 L16 empties into the interceptor at this location. 7.3.2North 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 10-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 Page 22 WSB Project No. 1381-05 7.3.3Northeast 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 (L1.1 to L1.2), 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). 7.3.4North 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 I/I volumes. Sanitary sewer flows in this district are collected by 10-inch and 12-inch diameter trunk mains, which in turn flow to the Shakopee/Chaska 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 Page 23 WSB Project No. 1381-05 7.3.5West 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 (N1) to the MCES trunk sewer, located west of the intersection of US 169 and CR 83. 7.3.6East 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 Page 24 WSB Project No. 1381-05 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 10-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 (I2.1.2 to I2.2), 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 (I2.1.2 to I.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 I1 and I2 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 (I3.4 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 Avenue to the intersection of Hansen Avenue and Stagecoach Road (I2.1 to I2.1.2). 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 (I2.3 to I2.1). A trunk main extending south from the lift station (I2.3) to subdistrict I1 (I1.1) would be required to collect flows from subdistricts I1 and I2. 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. 7.3.7Southeast 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 Page 25 WSB Project No. 1381-05 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 15-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 15-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. 7.3.8South Shakopee (SS) 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 majority 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 G15. Development of a future wastewater treatment plant in Louisville Township will affect future sanitary sewer service to the subdistricts with the exception of G15. 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 Page 26 WSB Project No. 1381-05 The existing 12-inch trunk main (G15.1 to G15.2) serving subdistrict G15 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 (G1.1 to G3.1) for service to subdistricts G1, 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 G1 through G4 would flow west from G3.1 to G1.1 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 G3.2 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 G10.2) 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 Page 27 WSB Project No. 1381-05 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 joint meeting between the City of Shakopee, the City of Prior Lake, and MCES to determine if this alternative is possible. 7.3.9Central 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 Avenue and Marschall Road (F1.1) to the intersection of US 169 and Marschall Road (F1.2) 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 15-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 Avenue from the intersection of Independence Avenue 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 15-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 F1 and future development to the south in subdistrict F1-F. Subdistrict F1-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. 7.3.10Jackson/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 Page 28 WSB Project No. 1381-05 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 15/18-inch trunk main. Existing development generates 0.15 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 (E5.1) to US 169 (E5.2). Future sanitary sewer flows are projected to increase to 0.56 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, E5, E6, and existing development. The existing ground elevations do not allow subdistricts E2, E5, and E6 to flow east to the eastern trunk main. The eastern trunk main would be extended west along CR 78 from the current 15-inch stub (E5.1) 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. 7.3.11South 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 Avenue, and ending at Lusitano Street (D5.1.1). 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 Page 29 WSB Project No. 1381-05 in alternative 1 (Appendix 4, Figure 7-2) and alternative 2 (Appendix 5, 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 (D1.1) to the Shakopee/Chaska interceptor (D6.1). This main would begin in Marystown (D1.1) as a 15-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 (D5.1.1). The existing 24-inch trunk main (D5.1.1 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 75% capacity between D4.1.1 and D5.1.1. Existing ground contours are favorable to maintain grade between D5.1 and D5.1.1. If minimum grade is required between D4.1.1 and D5.1, 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 15-inch force main. The area within Jackson Township would flow north from Jackson/Louisville border (D3.1) via a 15-inch main that increases to a 24-inch trunk prior to connection with the existing 24-inch trunk main (D5.1.1). The existing 24-inch trunk main would have adequate capacity to serve the future flows in alternative 2. 7.3.12West 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 Page 30 WSB Project No. 1381-05 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. 7.3.13West 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 projected 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 B1.1 as discussed in the WJ district section. 7.3.14Southwest 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 Page 31 WSB Project No. 1381-05 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 800 gpm lift station (A6.1) to collect and pump wastewater through a 8-inch force main to the 3,600 gpm lift station. The 3,600 gpm lift station would pump sanitary sewer flows through an 18-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 800 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 (A8.1 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 15-inch force main from district SLJ at A1.1.1 and would convey sanitary flows from South Shakopee subdistricts D1 through D3, and South Louisville/Jackson subdistricts G1 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 Page 32 WSB Project No. 1381-05 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 8.2CIP 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 Page 33 WSB Project No. 1381-05 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 I/I from the existing collection system and that provisions be maintained for controlling I/I into the sanitary sewer system for new construction. Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 34 WSB Project No. 1381-05 FIGURES Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 35 WSB Project No. 1381-05 ÛÊß ÛÒ×ÔÒÉÑÌ ÛÊß ÛÒ×ÔÒÉÑÌ ²±¬¹²·³±±´Þ þðï APPENDIX 1 MCES Hourly Peaking Factors Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 36 WSB Project No. 1381-05 MCES Hourly Peaking Factor Appendix 1 Average Flow Range (mgd)MCES Peaking Factor 0 - 0.114.0 0.12 - 0.183.9 0.19 - 0.233.8 0.24 - 0.293.7 0.30 - 0.393.6 0.40 - 0.493.5 0.50 - 0.643.4 0.65 - 0.793.3 0.80 - 0.993.2 1.00 - 1.193.1 1.20 - 1.493.0 1.50 - 1.892.9 1.90 - 2.292.8 2.30 - 2.892.7 2.90 - 3.492.6 3.50 - 4.192.5 4.20 - 5.092.4 5.10 - 6.392.3 6.40 - 7.992.2 8.00 - 10.392.1 10.40 - 13.492.0 13.50 - 17.991.9 18.00 - 29.991.8 Over 30.001.7 APPENDIX 2 MCES L16 Ownership Transfer Agreement Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 37 WSB Project No. 1381-05 APPENDIX 3 Total Future Flows Generated in Each Sub-district Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 38 WSB Project No. 1381-05 Appendix 3 - Total Ultimate Flows Generated in each Subdistrict DistrictSubdistrictLand UseFlow/Acre (gpad)Area (acre)Per/AcreFlow/PerAvg. Flow (mgd)Notes A1Res.4752175.56750.1031 A2Res.4754275.56750.2028 A3Res.4758885.56750.4218 A4Res.4753395.56750.1610 SWL A5Res.4754745.56750.2252 A6Res.4756705.56750.3183 A7Res.4754545.56750.2157 A8Res.4753255.56750.1544 SWL Total Average Day Flow1.8022 B1Res.4755735.56750.2722 B2Non-Res8004810.3848 B3Non-Res8002920.2336 WLJ B4Non-Res8002990.2392 B4Res.475645.56750.0304 WLJ Total Average Day Flow1.1602 C1Res.4754145.56750.1967 C2Res.4756225.56750.2955 WJ C3Res.4754765.56750.2261 C3Non-Res8001250.1000 WJ Total Average Day Flow0.8182 D1Res.4754885.56750.2318 D2Res.4756115.56750.2902151 ac lake/swamp D3Res.4752525.56750.1197160 ac lake/swamp D4Res.4756325.56750.300292 ac lake/swamp SLJ D5Res.4754545.56750.215732 ac lake/swamp D6Res.4753855.56750.1829 D6Non-Res8002000.1600 D6Ex. Res475905.64750.0428 SLJ Total Average Day Flow1.5432 E1Res.4752655.56750.125922 ac open space E2Res.4751745.56750.0827 E3Res.475355.56750.016622 ac open space E4Res.4751075.56750.0508 E5Res.475935.56750.0442 JS E6Res.4751355.56750.064118.5 ac open space Ex Res.Non-Res200019.60.0392School in existing service area Ex. ResRes.475505.64750.0238Undeveloped in existing service area Ex. ResRes.475765.64750.0361Existing Flow in West Interceptor Ex. ResRes.4753205.64750.1520Existing Flow in East Interceptor JS Total Average Day Flow0.6353 F1Non-Res8001220.0976Existing Flow F1-FNon-Res800500.0400Future Flow F2Res3812355.08750.0895Existing Flow CS F2-FRes4753005.56750.1425Future Flow F3Res3812355.08750.0895 F4Res3812355.08750.0896 CS Total Average Day Flow0.5487 Appendix 3 - Total Future Flows Generated in each Subdistrict DistrictSubdistrictLand UseFlow/Acre (gpad)Area (acre)Per/AcreFlow/PerAvg. Flow (mgd)Notes G1Res.4754935.56750.2342137 ac lake/swamp G2Res.475435.56750.0204138 ac lake/swamp G3Res.4752015.56750.095522 ac open space G4Res.475585.56750.027629 ac lake/swamp G5Res.4752115.56750.1002 G6Res.4751475.56750.069810 ac open space G7Res.4754775.56750.2266 G8Res.4751975.56750.0936 G9Res.4752525.56750.1197 SS G10Res.475835.56750.0394 G11Res.475865.56750.0409 G11Non-Res800440.0352 Ex. Res.Res.381465.08750.0175Into trunk along 83 Ex. Res.Res.381725.08750.0274Directly to Chaska interceptor G13Non-Res800810.0648 G14Non-Res800770.0616 G14Res.475755.56750.03564 ac open space G15Non-Res800740.0592 SS Total Average Day Flow1.3692 H1Res.475915.56750.0432 H2Res.4751355.56750.0641 H3Res.4752285.56750.108311 ac open space H4Res.475395.56750.0185 H5Res.4751355.56750.0641 H6Res.475985.56750.0466 SES H7Res.475665.56750.0314 H8Res.475455.56750.0214 H9Res.475665.56750.0314 Ex. SESRes.3811885.08750.0716Undeveloped area w/in existing service area Ex. SESRes.3811005.08750.0381Existing developed area SES Total Average Day Flow0.5387 I1Res.4751125.56750.0532 I2Res.475555.56750.0261 I2Non-Res8002480.1984 I3Res.475705.56750.0333 ES Ex. ESRes.Undeveloped area w/in existing service area 0.0478 Ex. ESNon-Res800700.0560Existing flow w/in existing service area Ex. ESRes.3814805.08750.1829Existing flow w/in existing service area ES Total Average Day Flow0.5977Total Future Flow NWS Total Average Day Flow1.2600Existing Flow per lift station NWS ExistingRes.6431435.08750.0919Avg. Existing Non-Residential flow/acre, approx ExistingNon-Res50012880.6440500 acres open space NS FutureNon-Res8002040.1632 NS Total Average Day Flow0.8991Total Future Flow L1Non-Res8002940.2352 L2Non-Res800960.0768Approx. 1500 acres open space/river NES L1Res4751025.56750.0483 ExistingNon-ResExisting Flow 0.0900 NES Total Average Day Flow0.4503Total Future Flow ExisitngNon-Res500301Existing Flow 0.1505 NCS NCS Total Average Day Flow0.1505 ExistingRes.4756655.08750.3159 ExistingNon-Res5002710.1355Approx. 160 acres open space WS FutureRes.475856.33750.0404 FutureNon-Res800730.0584 WS Total Average Day Flow0.5502Total Future Flow APPENDIX 4 Future Sanitary Sewer System Flows Alternative 1 Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 39 WSB Project No. 1381-05 APPENDIX 5 Future Sanitary Sewer System Flows Alternative 2 Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 40 WSB Project No. 1381-05 APPENDIX 6 Future Sanitary Sewer System Flows Alternative 3 Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 41 WSB Project No. 1381-05 APPENDIX 7 Opinion of Probable Cost Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 42 WSB Project No. 1381-05 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - SWL District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 800 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$360,500.00$360,500.00 2 3,600 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$618,000.00$618,000.00 3 8" PVC FORCE MAINLIN FT4700.00$37.08$174,276.00 4 18" PVC FORCE MAINLIN FT9250.00$53.56$495,430.00 5 10" PVC SEWERLIN FT1830.00$51.50$94,245.00 6 12" PVC SEWERLIN FT8680.00$61.80$536,424.00 7 18" RCP SEWERLIN FT9780.00$92.70$906,606.00 8 24" RCP SEWERLIN FT1360.00$118.45$161,092.00 9 SANITARY SEWER INSPECTION (TELEVISING)LIN FT21650.00$1.03$22,299.50 10 CONST 48" DIA SAN SEWER MANHOLEEACH73.00$3,090.00$225,570.00 11 CASTING ASSEMBLYEACH73.00$515.00$37,595.00 12 AIR RELEASE VALVE AND MHEACH14.00$2,575.00$36,050.00 SUB TOTAL$3,632,037.50 Cont. 10%$363,203.75 SUB TOTAL$3,995,241.25 Engr/Legal 20%$799,048.25 TOTAL$4,794,289.50 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls1 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - WLJ District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 5,400 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$772,500.00$772,500.00 2 24" PVC FORCE MAINLIN FT6630.00$61.80$409,734.00 3 15" PVC SEWERLIN FT10740.00$72.10$774,354.00 4 33" RCP SEWERLIN FT6890.00$159.65$1,099,988.50 5 36" RCP SEWERLIN FT2980.00$180.25$537,145.00 6 SANITARY SEWER INSPECTION (TELEVISING)LIN FT20610.00$1.03$21,228.30 7 CONST 48" DIA SAN SEWER MANHOLEEACH69.00$3,090.00$213,210.00 8 CASTING ASSEMBLYEACH69.00$515.00$35,535.00 9 AIR RELEASE VALVE AND MHEACH7.00$2,575.00$18,025.00 SUB TOTAL$3,881,719.80 Cont. 10%$388,171.98 SUB TOTAL$4,269,891.78 Engr/Legal 20%$853,978.36 TOTAL$5,123,870.14 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls2 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - WJ District Estimated EstimatedEstimated Total Item No. DescriptionUnitTotal Unit PriceCost Quantity 1 12" PVC SEWERLIN FT1990.00$61.80$122,982.00 2 18" RCP SEWERLIN FT3750.00$92.70$347,625.00 3 24" RCP SEWERLIN FT7550.00$118.45$894,297.50 4 SANITARY SEWER INSPECTION (TELEVISING)LIN FT13290.00$1.03$13,688.70 5 CONST 48" DIA SAN SEWER MANHOLEEACH45.00$3,090.00$139,050.00 6 CASTING ASSEMBLYEACH45.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls3 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - SLJ District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 15" PVC SEWERLIN FT2080.00$72.10$149,968.00 2 18" RCP SEWERLIN FT3270.00$92.70$303,129.00 3 21" RCP SEWERLIN FT4840.00$108.15$523,446.00 4 24" RCP SEWERLIN FT9420.00$118.45$1,115,799.00 5 42" RCP SEWERLIN FT2790.00$206.00$574,740.00 6 SANITARY SEWER INSPECTION (TELEVISING)LIN FT22400.00$1.03$23,072.00 7 CONST 48" DIA SAN SEWER MANHOLEEACH75.00$3,090.00$231,750.00 8 CASTING ASSEMBLYEACH75.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls4 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - JS District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 8" PVC SEWERLIN FT1875.00$46.35$86,906.25 2 10" PVC SEWERLIN FT2710.00$51.50$139,565.00 3 12" PVC SEWERLIN FT4550.00$61.80$281,190.00 4 SANITARY SEWER INSPECTION (TELEVISING)LIN FT9135.00$1.03$9,409.05 5 CONST 48" DIA SAN SEWER MANHOLEEACH31.00$3,090.00$95,790.00 6 CASTING ASSEMBLYEACH31.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls5 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - CS District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 10" PVC SEWERLIN FT1500.00$51.50$77,250.00 2 12" PVC SEWERLIN FT300.00$61.80$18,540.00 3 SANITARY SEWER INSPECTION (TELEVISING)LIN FT1800.00$1.03$1,854.00 4 CONST 48" DIA SAN SEWER MANHOLEEACH6.00$3,090.00$18,540.00 5 CASTING ASSEMBLYEACH6.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls6 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - SS District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 1,000 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$412,000.00$412,000.00 2 10" PVC FORCE MAINLIN FT1800.00$41.20$74,160.00 3 10" PVC SEWERLIN FT1640.00$51.50$84,460.00 4 15" PVC SEWERLIN FT1550.00$72.10$111,755.00 5 18" RCP SEWERLIN FT17140.00$92.70$1,588,878.00 6 SANITARY SEWER INSPECTION (TELEVISING)LIN FT20330.00$1.03$20,939.90 7 CONST 48" DIA SAN SEWER MANHOLEEACH68.00$3,090.00$210,120.00 8 CASTING ASSEMBLYEACH68.00$515.00$35,020.00 9 AIR RELEASE VALVE AND MHEACH2.00$2,575.00$5,150.00 SUB TOTAL$2,542,482.90 Cont. 10%$254,248.29 SUB TOTAL$2,796,731.19 Engr/Legal 20%$559,346.24 TOTAL$3,356,077.43 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls7 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - SES District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 8" PVC SEWERLIN FT18460.00$46.35$855,621.00 2 12" PVC SEWERLIN FT3950.00$61.80$244,110.00 3 15" PVC SEWERLIN FT2920.00$72.10$210,532.00 4 SANITARY SEWER INSPECTION (TELEVISING)LIN FT25330.00$1.03$26,089.90 5 CONST 48" DIA SAN SEWER MANHOLEEACH85.00$3,090.00$262,650.00 6 CASTING ASSEMBLYEACH85.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls8 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - ES District Estimated EstimatedEstimated Total Item No. DescriptionUnitTotal Unit PriceCost Quantity 1 700 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$334,750.00$334,750.00 2 8" PVC FORCE MAINLIN FT1270.00$37.08$47,091.60 3 8" PVC SEWERLIN FT5300.00$46.35$245,655.00 4 10" PVC SEWERLIN FT2400.00$51.50$123,600.00 5 12" PVC SEWERLIN FT1810.00$61.80$111,858.00 6 SANITARY SEWER INSPECTION (TELEVISING)LIN FT9510.00$1.03$9,795.30 7 CONST 48" DIA SAN SEWER MANHOLEEACH32.00$3,090.00$98,880.00 8 CASTING ASSEMBLYEACH32.00$515.00$16,480.00 9 AIR RELEASE VALVE AND MHEACH2.00$2,575.00$5,150.00 SUB TOTAL$993,259.90 Cont. 10%$99,325.99 SUB TOTAL$1,092,585.89 Engr/Legal 20%$218,517.18 TOTAL$1,311,103.07 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls9 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 1 - NES District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 200 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$257,500.00$257,500.00 2 4" PVC FORCE MAINLIN FT2900.00$28.84$83,636.00 3 15" PVC SEWERLIN FT4560.00$72.10$328,776.00 4 SANITARY SEWER INSPECTION (TELEVISING)LIN FT4560.00$1.03$4,696.80 5 CONST 48" DIA SAN SEWER MANHOLEEACH16.00$3,090.00$49,440.00 6 CASTING ASSEMBLYEACH16.00$515.00$8,240.00 7 AIR RELEASE VALVE AND MHEACH3.00$2,575.00$7,725.00 SUB TOTAL$740,013.80 Cont. 10%$74,001.38 SUB TOTAL$814,015.18 Engr/Legal 20%$162,803.04 TOTAL$976,818.22 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls10 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 2 - SWL District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 800 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$360,500.00$360,500.00 2 10" PVC FORCE MAINLIN FT4700.00$41.20$193,640.00 3 15" PVC FORCE MAINLIN FT5100.00$49.44$252,144.00 4 12" PVC SEWERLIN FT8730.00$61.80$539,514.00 5 18" RCP SEWERLIN FT2230.00$92.70$206,721.00 6 27" RCP SEWERLIN FT8530.00$133.90$1,142,167.00 7 30" RCP SEWERLIN FT2240.00$144.20$323,008.00 8 33" RCP SEWERLIN FT5450.00$159.65$870,092.50 9 36" RCP SEWERLIN FT5190.00$180.25$935,497.50 10 SANITARY SEWER INSPECTION (TELEVISING)LIN FT32370.00$1.03$33,341.10 11 CONST 48" DIA SAN SEWER MANHOLEEACH108.00$3,090.00$333,720.00 12 CASTING ASSEMBLYEACH108.00$515.00$55,620.00 13 AIR RELEASE VALVE AND MHEACH5.00$2,575.00$12,875.00 SUB TOTAL$5,258,840.10 Cont. 10%$525,884.01 SUB TOTAL$5,784,724.11 Engr/Legal 20%$1,156,944.82 TOTAL$6,941,668.93 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls11 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 2 - WLJ District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 600 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$334,750.00$334,750.00 2 6" PVC FORCE MAINLIN FT4290.00$32.96$141,398.40 3 21" RCP SEWERLIN FT6700.00$108.15$724,605.00 4 27" RCP SEWERLIN FT3000.00$133.90$401,700.00 5 33" RCP SEWERLIN FT6790.00$159.65$1,084,023.50 6 SANITARY SEWER INSPECTION (TELEVISING)LIN FT16490.00$1.03$16,984.70 7 CONST 48" DIA SAN SEWER MANHOLEEACH55.00$3,090.00$169,950.00 8 CASTING ASSEMBLYEACH55.00$515.00$28,325.00 9 AIR RELEASE VALVE AND MHEACH5.00$2,575.00$12,875.00 SUB TOTAL$2,914,611.60 Cont. 10%$291,461.16 SUB TOTAL$3,206,072.76 Engr/Legal 20%$641,214.55 TOTAL$3,847,287.31 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls12 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 2 - WJ District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 12" PVC SEWERLIN FT3800.00$61.80$234,840.00 2 15" PVC SEWERLIN FT8425.00$72.10$607,442.50 3 SANITARY SEWER INSPECTION (TELEVISING)LIN FT12225.00$1.03$12,591.75 4 CONST 48" DIA SAN SEWER MANHOLEEACH41.00$3,090.00$126,690.00 5 CASTING ASSEMBLYEACH41.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls13 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 2 - SLJ District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 2,300 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$540,750.00$540,750.00 2 10" PVC SEWERLIN FT2600.00$51.50$133,900.00 3 15" PVC SEWERLIN FT4800.00$72.10$346,080.00 4 18" RCP SEWERLIN FT16680.00$92.70$1,546,236.00 5 21" RCP SEWERLIN FT2200.00$108.15$237,930.00 6 24" RCP SEWERLIN FT1710.00$118.45$202,549.50 7 SANITARY SEWER INSPECTION (TELEVISING)LIN FT27990.00$1.03$28,829.70 8 CONST 48" DIA SAN SEWER MANHOLEEACH94.00$3,090.00$290,460.00 9 CASTING ASSEMBLYEACH94.00$515.00$48,410.00 SUB TOTAL$3,375,145.20 Cont. 10%$337,514.52 SUB TOTAL$3,712,659.72 Engr/Legal 20%$742,531.94 TOTAL$4,455,191.66 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls14 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 2 - SS District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 8" PVC SEWERLIN FT2050.00$46.35$95,017.50 2 10" PVC SEWERLIN FT1640.00$51.50$84,460.00 3 12" PVC SEWERLIN FT3590.00$72.10$258,839.00 4 18" RCP SEWERLIN FT11940.00$92.70$1,106,838.00 5 SANITARY SEWER INSPECTION (TELEVISING)LIN FT19220.00$1.03$19,796.60 6 CONST 48" DIA SAN SEWER MANHOLEEACH65.00$3,090.00$200,850.00 7 CASTING ASSEMBLYEACH65.00$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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls15 of 16 Appendix 7 - Opinion of Probable Cost Future Trunk System Alternative 3 - SS District Estimated EstimatedEstimated Item No. DescriptionUnitTotal Unit PriceTotal Cost Quantity 1 750 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$360,500.00$360,500.00 2 1,600 GPM LIFT STATION (Standard submersible type, no stand-by generator)LUMP SUM1.00$463,500.00$463,500.00 3 8" PVC FORCE MAINLIN FT7040.00$37.08$261,043.20 4 12" PVC FORCE MAINLIN FT2720.00$45.32$123,270.40 5 10" PVC SEWERLIN FT3350.00$46.35$155,272.50 6 12" PVC SEWERLIN FT1530.00$51.50$78,795.00 7 15" PVC SEWERLIN FT3680.00$72.10$265,328.00 8 18" RCP SEWERLIN FT7200.00$92.70$667,440.00 9 SANITARY SEWER INSPECTION (TELEVISING)LIN FT15760.00$1.03$16,232.80 10 CONST 48" DIA SAN SEWER MANHOLEEACH53.00$3,090.00$163,770.00 11 CASTING ASSEMBLYEACH53.00$515.00$27,295.00 SUB TOTAL$2,582,446.90 Cont. 10%$258,244.69 SUB TOTAL$2,840,691.59 Engr/Legal 20%$568,138.32 TOTAL$3,408,829.91 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\Docs\Report\REPORT DOCS - 120808\JW Cost and Qtys - Revised 120808.xls16 of 16 APPENDIX 8 Five Year Increment Flows Generated per District Comprehensive Sanitary Sewer System Plan City of Shakopee, MN Page 43 WSB Project No. 1381-05 !\t~:TI~OPOL~TTl\N (~OlrN(~II, 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. ~~ ~ - "" ,.,----- :_-,:,~::::,?,':~~::::,,;</::,:<,~ -~ _: - -'.',~ ' 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 :. .' ..'::.~"o :- -_..!._..:....=......:~_'.'..;.:~ ,"._' --- ~--~-~~~?"'").\.';~-:-:;..~ . .......:.., ' ,.~~~...".~~~~~-,,:::~:f.~ -""';';':";: . Statutes 473 J 7':; Prior to sllomittnl to the Conncil. the plan must bE' submitted to adjnccnl 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 .,.. --".-0"0" - , .,'"... 2t) -~ ~., ' .! '~"":. :',- I ~ . ~ -.... .. '(~ ,.~-'. "i'l ':r, ~~ , ,'.." , ,n , ,~f ;1; ,J" '.,- ,-, '; ;1 l ': ',: ;: I 1 , I ' - \: ) I II , I I, :. 'I 1I ' , 1 ./ 'r " " ,;', :11 '" ',i 'I, r I ',I .' . "~~~>-<:.~,',~_>" ' ;1 :{ ,__. jl, , ,,' I :~~ ,r, ~ '1\ , I 'I ~ I. I I ~ I I I I II ~ I I I I'I.~~.I ,".~ ~I I 1~'l.1 ~ I . ill ........ · .... ill ........ · · · II . il 1'-- 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 frrst 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 'A ~ ~ V~ U E ... GJ : ~ ~ %~ llQ GJ .- ro !l ~ 6 ~ g -'--' ...., ro ~ ro 1'= ;: ,~ N - .- c, U 1Il ~ "- .. "" - ,Q g' 0 >- C1J 8 ~ III · V · - OJ a:: --' to :;::; >- III J'i .~ (/) 0 .c ...., U & (jj (j;:J 'c ~ ~ -2 . , Ul ~ 0 .s ~ IU .--I 2 ]i :5 8 E -g :;;:~ Z" l... ~ U. ro (/) 0 -0 <l::J " c ...... ....--1 U5 -0 -0 C1J 0 fi .'l! :s: U'I - C1J OJ '" 3l III ~ OJ ,,= ~ aj QJ "" - '- c 2 0 :5. J2 :J >- il ,~ c s::: 'V "" :J - Q. Q. 0 L +J ='= '" l' 'E 0 C 'V Ol U) 0 0 L 10 :J U :j:j Q) l.... U ,- 'x L L 0.. 0.. LL c .c " ~ CC O LL UJ 0.. 0.. ~ :iJ OJ 0 O -LU . .- .:;> E-2 -... eft ...I Ul B ~ 1t" CU1:l ~ C fa 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. 5. 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 I I. jI! jI! I I I ~ I . I · I . ill ill . - ~ . I . - - . - - I I I . - . ill - - - - I - - . . I . .- . ill - ill ill ill ill . - - - ill ill ill . ill ill I ill ill I - - ill I . ill . - I - . I . - - ill - - I - ill I ill - ill . . - - - . ill ill ill - I - - . .- . ill - ill - ill ill . - ill . ill - ill I . - ill - ill - ill . - . - ill . - ill :, - I I . I . . :, - . .- . ill - . -- - ~ - . ill . ....... I ill ill ill . ..... . ill ... I ill ill' ... ~ Chapter 2: Inventory andAnalysis INVENTORY OF EXISTING FACILITIES OJ OJ CIl ..c 6 co I ~ ~ - E co '0.. l:l ro 0) ~ ~ j ~ s ; (f) CIl ~ 2i.~ ~ ~ '@- ~ Y-- CIl ~ l:l 6 0) .~ ~ 0 ~ ~ -g g ]j -; g ~ j ~ ~ 2 ~ ~ ~ ~ ~ ~ ~ ~ ,~ ~ ~ i ; ~ ~ ~ CIl! ~ ~ ~: ~ ~ ~ m ~,~.~ ~ NAME ~:S ~ ~ ~ J: 0 ~ ~ ~ ~ 6 cf. ~ ~ 8:. ~ J5 ~ ~ 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 _ Countrvside 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 Pkwy Active 5" .. Stans 2 1 4 .. Timber Trails 4 1 .. 1 Valley Creek Crossing 3 .. 1 1 Whisperinq Oaks 10 .... 1 .. Communitv Parks 524 17th Avenue Sports Complex 40 .. 1 7 28 .. Hybrid 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 .. .. Hybrid Riverside Bluffs/Fields 10 .. Shutrop Park 52 .. .. Tahpah 50 8 8 4 .. .. 1 1 .. Hybrid 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 Elementary 12 2 1 .. 1 Senior Hiqh School 18 4 1 1 .. 1 4 Sweeney Elementary 2 2 1 .. 1 4" Eagle Creek Elementary 2 1 Sun Path Elementary 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 l:.l X c E 0 i u Q.) ...... c ~ Q3 CX) g C/J ~ cu cu Q; c:i t; Q.) 'x ~ c.~ ..c () Q) 5 co co N 0.. C N I.. 0 .- e C/J C/J en c Q) ~ ~ C/J '" Q.) Co Co C :J fa :: E C/J ~ Q.) ~ I- 01 D.1:I U~ 0.... ~ 0.... Co 0.. G.J ~ Q.) >- Co 0.... 0 $00 0 .c C/J (]) Q.) " , Q) ~C fa~ co u u 0.... Q.) >- en ~ Z \fj=-= 0 0 0 W 0.. ..., Q) m t) ~ ro . . ~ U "'C 0.. 0 U Co So.. 0 I:IULL~ c .C ~ "'0 ......., 0 0 Q.) en U5 co "'C 0.... c ~ 0.. ~ 0.. In - c 0 ..c Q.) :J ~ III "'C 0 z.. aJ ~ ~~CUu: (]) > Q3 (]) en 0.. 0 c:i 0> en Q; 0.. (5 Q.) 0 q co s:: \D ~ - U c 0 > 0 :s Q3 ~ 0.. C/J Q.) 0 > c >- 0 C "'C >- ..c +-J \D .- fa .x 0 0 c () -s Q.) 0 u CX) CO 0 .- fa a: <-) ::J U en LL 0 Z c:i r-- W ~ ><I..c. ! .la- r-- WI-U} i 1f1 ~ i ~ 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: -<( Z<( c..<( c..c.. zC C) ~...J W...J UJe:.. UJQ,w _0 ::::i O:::J ~:::J Wo WoO C:I: :I: I-c.. ~c.. ~o ~o<( zl- C) ~o :::JO 00 Ooc.. :::Jw CITY :I:c.. oc.. <( ~.. <( ~.. UJ u.:! :I: 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. From 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 2.60/0 2.10/0 50/0 1.9 Baseball 5.60/0 6.60/0 - 200/0 3.6 Basketball 12.60/0 2.2 Bic cle Ridin 23.60/0 3.7 Exercise Walking 29.50/0 2.4 Football (tackle) 3.50/0 2.9 Golf 9.50/0 10.10/0 Hockey (ice) 0.90/0 o .90/0 In-Line Roller Skatin 5.00/0 10.00/0 Running/Jogging 11 .20/0 8.60/0 Skateboarding 4.60/0 1 .90/0 Skiing (cross country) 0.70/0 1 .40/0 Soccer 5.40/0 5.00/0 Softball 7.40/0 Swimming 25.80/0 Tennis 5.30/0 Volleyball 5.1 0/0 7.50/0 - - 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. 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U) E co c c ~ 0 0... 0 Q.) co ..c :J :J co 0... 0... n; ; U) 0 Q) C' ca co :J L.. ..c L.. 0 E (f) :J :J 0... ... 0 0 ~ <C --.J E co Q.) .~ C/) :J ..c 0 0 ca ca ..c ..c ... 0 (ij 0 ~ Q.) 0... Q.) Q.) L.. () ~ ~ 0 Q.) C/) Q.) 0 Q.) C/) C/) Q. :!:: n; bL .JiI:: ..c () 10 E ..c C/) co .c ~ ~ 10 co co ... ... ~ ..c N 't: .c Q. Q. . 1""""'1 ... () () C/) L.. ~ () L.. L.. 0.. 0.. ...... ... ~ ca ~ 0 0 0 .;:: C/) 0 co Q.) co co ~ ::s ::s ca 0 0 D- ca ca 0 0 LL u:: I 0... <.9 0... 0: 0... 0... 0... 0... (f) (f) (f) UJ UJ 0 UJ I- 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 "0 N x ~ E .c 0 ~ ~ ~ u <<n"_ ~ wet:: -5 - 0 ~ IU .2 C/) U >- llQ ~ C1J "C ...., _ ";0 Ul ~ OJ L.. ~ g M ~ C U .- ~ co s..... U co '" ~ ~, co F Q) co ~ ~ ~ I.. :J ~faw~ F ~o...::J C $.~ (/) GJ5 L C (V) ~ <( 0> 0 :::J Z 'Ul~ 0 .g j'l ... UI C Q) Ol (J) ..c c (J) 0 .. ~ 0 01-1 ~ I V 1.... C Q) ~ co So.. u '0' C fa 0 :J :p 0 U :;::; ~ ~ Q) ~ ~ ......., 0 6- CU.Q1 (J) c.. ~ (j) (J) ~ 0 ~ 0 In ~ .- I. U u.. .x 0 ~ .x co Q) Q) o:E= aJ 3J E<c- wtt(/)WSCOCOl9U 5 ~ .- .- ~! ~ ~ 0 - IU ra i 0....:::: ~ ... z ..... ~ ~ ~ ~ 1t" ~ 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 St. 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 . Natural Ftesources . 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 Goal 1 : 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 5.1: Evaluate need to implement sustainable city-wide operational procedures . Tactic 5.la: Explore methods and costs oftransitioning to more sustainable operational practices. . Tactic 5.lb: 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 6.1a: Utilize technology, community newsletters, and signage to communicate with the broader public. . Tactic 6.1b: Define and enforce rules and regulations concerning park: activities and operations . Tactic 6.1c: 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 7.1a: Identify organizations that may be interested in partnering to implement plan objectives and common goals . Tactic 7.1b: Initialize formal project specific partnerships with surrounding agencies, schools, townships, counties, and community residents. . Tactic 7.1c: Develop and maintain partnerships on an annual basis. . Tactic 7.1d: Encourage the shared use ofpark:s and school facilities for community recreation purposes and to maximize utilization of limited space. . Tactic 7.1e: 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 1Il Q) :;:J N ~ ~ ~ ,,, i'>:i; ~ ..... WeE ._ .n .- : '" >- C en :il' 'III' ...., Iii OJ · -:= .2' 0 'T ...., · - Iii C <( · 6 ro :::l .-; '" - c .Q ro C'C U ro r-l 'V .- .Q g' g t= Ul t ii. ~ ~ ~ ...., U g' 0:: --' >. .~ 8 I'll 6, ~ IU ~ ]] Oi ~ ~ ~ ~ ~ .~. ~ ~ u. ,..-l 2 jg f; 0 QJ ~ 8-g .' ~ 4J tJ ....--1 19 UJ 0 U E eN::> Z Ul ~ 0 u...~ - <lJ UJ 1:l 1:l 1:l <(:J 1! C .. 0 'tl 5- IU - ~ g' 3l 3l 3l Ul ~ dl ~;i!-ci .;:. ~ f C IU Ol :;::; 8- 8- 8- ~ :J >- ;; ~ " :s: 0 In 'S:-'" U ii: .~ e e e ~ :J ~ J1 .~ .~ Q) Gl ~ o 0 UJ a... a... a... 0... u.. U :g ~ Qj s::: ~ ~ .- tn ~ ~ Q) l!) 0 R eft ...I :;;;; 5- ~ 0 CO ;: ~1 ~ ~En ~ 'III' 'tJ I- Ul B ..... :0 ~C ~ ~ fa NR NR ATURALESOURCES ATURALESOURCES P P LAN LAN O,G, O,G, VERVIEWOALS VERVIEWOALS ST ST TRATEGIESANDACTICS TRATEGIESANDACTICS City of Shakopee Natural Resources Plan June 2008 NRPO NRPO ATURALESOURCESLANVERVIEW ATURALESOURCESLANVERVIEW 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. RCV RCV ELATIONSHIPTOTHEITYISION ELATIONSHIPTOTHEITYISION 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. N S NS ATURALETTING ATURALETTING 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 within 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 rd 3. 3 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 lakeshore 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 nd 8. 2 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. BCT BCT ACKGROUNDANDURRENTRENDS ACKGROUNDANDURRENTRENDS 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. SI SI UPPORTINGNFORMATION UPPORTINGNFORMATION 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.Woodland/Forested 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: Natural Resources Numerical Value Corridor Map Quality Good 2-4 Better 5-8 Best 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 “City 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 NRPGS NRPGS ATURALESOURCESLANOALSANDTRATEGIES ATURALESOURCESLANOALSANDTRATEGIES 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. G1: Monitor, preserve, protect, improve, and restore lakes and streams to G1 OAL OAL 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 Comprehensive 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. G2: Preserve, protect, maintain, and enhance wetlands to provide G2 OAL OAL 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. G3: Preserve, protect, maintain, and enhance the woodlands to provide G3 OAL OAL 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. G4: Preserve, protect, enhance, and restore non-woody upland native G4 OAL OAL 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. G5: Protect and preserve area wildlife resources. G5 OAL OAL Strategy 5.1: Preserve existing wildlife habitat and travel corridors. Strategy 5.2: Utilize conservation easements to enhance wildlife habitat. G6: Preserve and protect native, threatened, endangered, and unique G6 OAL OAL 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 G7: Preserve, protect, and enhance steep slopes in or adjacent to bluffs for G7 OAL OAL 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: Avoid 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. G8: Provide recreational opportunities for natural resources observation G8 OAL OAL 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 any one or combination of acquisition techniques. G9: Develop and design a natural resources corridor system that G9 OAL OAL 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 G10: Preserve, protect, restore, and enhance natural resources areas that G10 OAL OAL 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 increasing natural 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 10.10:The City will preserve, protect, restore, and enhance the natural resources according to current local, state, and federal standards and regulations. G11: Collaborate with adjacent jurisdictions to preserve, protect, restore, G11 OAL OAL 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. G12: Be effective stewards of the land to create a sustainable environment. G12 OAL OAL 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 composting 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 NRPT NRPT ATURALESOURCESLANACTICS ATURALESOURCESLANACTICS 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. New Items identified as are practices that will be implemented upon the adoption of this Ongoing plan. Items identified as are practices that will continue to be implemented. Future items will be completed when resources are available. T N.D N.DT OESCRIPTIONIMELINE OESCRIPTIONIMELINE 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: a)Natural Resources Corridor Design Criteria 2 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 developers to create a barrier free system of trails, parks, open 3 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 Disease Control and Management Ordinance, Tree Management 5 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. Protect Wetlands – continue to enforce the Wetland Conservation 7 Ongoing Act (WCA) and Natural Resources Corridor Design Criteria. Monitor the Quality of Lakes and Streams – continue to participate in efforts such as the Citizen-assisted Monitoring 8 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 County to coordinate noxious weed control and coordinate invasive 9 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 WMO to enforce Natural Resources Corridor Design Criteria to 11 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. Update the Natural Resources Inventory – continue to update the 13 Ongoing inventory when new aerial photos and funding are available. Create Reforestation Program – create a tree planting program to 14 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. Revise Fire Ordinances – revise ordinances to allow maintenance 16 Future of natural or restoration areas using prescribed fires. Sustainable Building and Design – the City should lead by example implementing and promoting sustainable design practices 17 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 impervious surface during development and New redevelopment. City of Shakopee Natural Resources Plan June 2008 NRPT NRPT ATURALESOURCESLANABLES ATURALESOURCESLANABLES Table 1: Northern Scott County Natural Resources Inventory Level 1 Summary – Summer 2002 Acres % 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 35.0 Shrubland 372 1.1 Herbaceous Vegetation 3,642 11.2 Nonvascular 0 0.0 Sparse Vegetation 83 0.3 Open Water 2,472 7.6 Total32,551 100 100 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 Level 1 Summary – Summer 2002 Acres % 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 30.1 Shrubland 192 1.0 Herbaceous Vegetation 2,452 13.3 Nonvascular 0 0.0 Sparse Vegetation 0 0.0 Open Water 905 4.9 Total18,369 100 100 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 Level 1 Summary – Summer 2002 Acres % 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 28.2 Herbaceous Vegetation 400 8.5 Nonvascular 0 0.0 Sparse Vegetation 0 0.0 Open Water 246 5.2 Total4,754 100 100 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 Level 1 Summary – Summer 2002 Acres % 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 47.9 Herbaceous Vegetation 1,175 12.5 Nonvascular 0 0.0 Sparse Vegetation 83 0.9 Open Water 934 10.0 Total9,428 100 100 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 NRPA NRPA ATURALESOURCESLANTTACHMENTS ATURALESOURCESLANTTACHMENTS Attachment A Natural Resources Prioritization Matrix Attachment B Natural Resources Corridor Map City of Shakopee Natural Resources Plan June 2008 D D EFINITIONS EFINITIONS 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: The slope rises at least twenty-five (25) feet in elevation above the toe of the 1. bluff; The grade of the slope from the toe of the bluff to a point twenty five (25) feet 2. or more above the toe averages 18% or greater. Any area with a horizontal distance of 50 feet (perpendicular to the slope 3. 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 HeightDBH , or , 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 meansplants 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 AA A A TTACHMENT TTACHMENT AB B A TTACHMENT TTACHMENT 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 TABLE 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. II-1 Watershed Management Organizations/Watershed District Boundaries III-1 100-Year 24-Hour Rainfall Map III-2 Annual Normal Precipitation Map III-3 City Location Map III-4 Subwatershed Delineation III-5 National Wetland Inventory III-6 DNR Public Waters/Wetlands III-7 Water Resource Problem Areas III-8 100-year Floodplain Map III-9 Water Quality Monitoring Locations III-10 Groundwater Appropriations III-11 Hydrologic Soil Classification III-12 Land Use Map III-13 Natural Resource Corridor Map III-14 Pollutant Source Location Map III-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. III-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 D 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. Appendices 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 II-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 - Spring Lake Watershed District Shannon Lotthammer 15815 Franklin Trail SE, Suite 100 Prior Lake, MN 55372-2926 (952) 447-4166 Scott Watershed Management Organization 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 Agreements 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 Bloomington 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.Precipitation 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 Table III-1Figures III-1III-2 included in . and 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.Geology and Topographic Information 1. Geology: The City of Shakopee is located in northern Scott County and borders the Figure III-3). Minnesota River (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) MonthsAveragePrecipitationSnowfall 0 Temp(MSP Airport)(inches) (F) January12.20.8312.5 February18.20.859.2 March31.01.6011.6 April46.42.173.6 May58.53.380.1 June68.24.170.0 July73.63.550.0 August70.53.400.0 September60.52.890.0 October48.82.010.4 November33.11.457.3 December17.90.9411.3 Totals44.827.2456.0 COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III CITY OF SHAKOPEE, MN WSB Project No. 1281-94 JANUARY 2007 PAGE 2 Figure III-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 Figure III-2. Annual Normal Precipitation within the State of Minnesota COMPREHENSIVE WATER RESOURCE MANAGEMENT PLAN SECTION III CITY OF SHAKOPEE, MN WSB Project No. 1281-94 JANUARY 2007 PAGE 4 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 Figure III-4 subwatershed delineation map on . 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 Figure III-5 NWI map is shown on and the DNR Public Waters Map is Figure III-6. shown on 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 III-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 Appendix B. are included in 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 10-day, 100-year run-off event. Further discussion of allowable peak Section IV. discharge rates is included in Storm water storage was provided to accommodate the run-off generated from a 100-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 100-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 Appendix B. shown in Additional information on the water surface profile program and the information and data used to establish this water surface Appendix B. profile is shown in 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 Figure III- events. The location of these water resource problem areas is shown in 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.Existing 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 AppendixFigure III-8 included in .shows the 100-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 Quality 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 www.pca.state.mn.us/data/edaWater/index.cfm 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 III-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 TotalChlorophyll-aSecchi Disk Carlson Trophic Phosphorus(mean)(mean)Index (mean) Deans177 ppb 30.6 ppb 0.5 meters H Lake O’Dowd76 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 O’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.us/. 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 Floodplain Ordinances The City has developed and adopted Shoreland Management Regulations and Floodplain Management Regulations and Ordinances. A copy of these regulations Appendix D. is included in Per these regulations, the City has developed the following shoreland designations: Water Body Name Water Body Shoreland Number/LocationClassification Blue Lake 70-0088Natural Environment Dean Lake 70-0074Natural Environment Fisher Lake 70-0087Natural Environment Rice Lake 70-0025Natural Environment Unnamed70-0080NaturalEnvironment O’Dowd70-0095Recreational Minnesota RiverFrom 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. Figure III- The location of DNR groundwater appropriation permits are shown on 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 Figure III-11. for the City was developed and is shown on 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 III-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, Figure III-13. and public recreational areas. Land use mapping is shown on 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 CITY OF SHAKOPEE, MN 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: O’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 III-5 and III-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 CITY OF SHAKOPEE, MN 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 Figure III-13. shown on N.Unique 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 III-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 Bloomington Savage TOWNLINE AVE Bloomington Bloomington DAKOTA ST S CANTERBURY ROAD MARSCHALL ROAD MARYSTOWN ROAD Savage TOWNLINE AVE 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 Quantity 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 100-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. SoilRunoff Curve GroupNumbers A30 B55 C71 D77 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 100-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 100-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 100-year rainfall event. 4. The design of all major stormwater storage facilities shall attempt to accommodate the 100-year critical runoff event. These facilities include lakes, ponds, and their outlets. The critical event shall be the 100-year 24-hour storm event or the 10-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 10-year storm event. 6. Any new development or redevelopment will maintain a minimum building opening elevation three feet above the anticipated 100-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 100-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 100-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 100-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 sites distance from the ÿ 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 100-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 Quality 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 100-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 www.ci.shakopee.mn.us. 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 Chl 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 Chl 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- Chl a: 10-40 ug/L source pollution Secchi: 0.6-2.0 meters Blue Lake Level IV NAEnhance natural plant and animal communities as well as passive water recreation such as hiking, wildlife observation, and fishing Fisher Lake Level IV NAEnhance natural plant and animal communities as well as passive water recreation such as hiking, wildlife observation, and fishing O’DowdLevel III TP: 45-75 ug/L Preserve existing human use of Chl a: 20-40 ug/L the water body such as fishing Secchi: 0.6-1.0 meters Level I: Level I 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. (Figure III-13) 6. The City’s Natural Resource Corridor Map 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 www.ci.shakopee.mn.us. 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 103D 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 of 1991. 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 Appendix E. permitting process is included in 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 WidthBuffer Width Exceptional6525 High5025 Moderate3525 Low2525 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 O’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, O’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 Appendix A Agreement in 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 Appendix A. along the PLSL outlet channel as outlined in 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 opportunities. 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 SOURCEREVENUE GENERATED 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 103D.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 LMRWDproject 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 Sections III through VI Based on the information developed in , 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 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 City of Shakopee 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 in jobs 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. 1 City of Shakopee 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 staff had 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. 2 City of Shakopee 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. IMPACT OF SHAKOPEE MDEWAKANTON 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 3 City of Shakopee 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 2105 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-1, 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 RENTALOWNERUNITSUNITS UNITSUNITS YEAR 0432221 1996211 52329140 1997241 152496182 1998466 120645252 1999513 Figure H-1: New Residential Construction by Type, 1996 to 1999 4 City of Shakopee 2030 Comprehensive Plan Housing NO. OF RENTAL NO. OF OWNER DETACHED ATTACHED YEARUNITSUNITS UNITS UNITS 2000 0 747 458 289 2001 72 619442 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 ShakopeeMetro 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. 5 City of Shakopee 2030 Comprehensive Plan Housing Table H-4: Median Gross Rent, 1990-2000 ShakopeeMetro 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 16,173/5.7% Less than $200 60/3.9% 10,783/3.8% $200-29946/3.0% 78/5.1% $300-39913,410/4.7% 29,251/10.3% $400-49996/6.3% 48,031/16.8% $500-599158/10.4% 324/21.3% $600-69951,119/17.9% 346/22.7% $700-79940,021/14.0% 173/11.4% $800-89928,045/9.8% 98/6.4% $900-99917,621/6.2% 134/8.8% $1,000-1,24919,383/6.8% 11.484/4.0% $1,250 or more 11/.7% 1,524/100%285,321/100% Total renter units (Source: Metropolitan Council) 6 City of Shakopee 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 17,765/2.2% Under $50,000 66/1.0% 12,875/1.6% $50,000-74,99976/1.2% 34,558/4.4% $75,000-99,999154/2.4% 676/10.7% $100,000-124,90080,313/10.1% 1,986/31.3% $125,000-149,999154,971/19.6% 1,787/28.1% $150,000-174,999148,539/18.8% 1,110/17.6% $175,000-199,99997,360/12.3% 107,043/13.5% $200,000-249,9991,025/6.2% 55,566/7.0% $250,000-299,999437/6.9% 48,418/6.1% $300,000-399,000293/4.6% 17,193/2.2% $400,000-499,99963/0.1% 17,391/2.2% $500,000 or more 4/.06% Total owner units 6,313791,992/100% 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 of a 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 of Shakopee 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 11 . 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 of Shakopee 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 City 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 a jobs 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 H:\ComPlan2008\draft chapters\Economic Development\Econ Dev 12042008.doc 1 City 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 Avenue 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 H:\ComPlan2008\draft chapters\Economic Development\Econ Dev 12042008.doc 2 City 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 HPAC 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 H:\ComPlan2008\draft chapters\Economic Development\Econ Dev 12042008.doc 3 City 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. H:\ComPlan2008\draft chapters\Economic Development\Econ Dev 12042008.doc 4 City of Shakopee 2030 Comprehensive 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 play a 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 Energy Use Percentage 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. H:\ComPlan2008\draft chapters\Solar Access\Solar Access 09082008.doc 1 City of Shakopee 2030 Comprehensive 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 of Shakopee 2030 Comprehensive 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 of Shakopee 2030 Comprehensive 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 play a 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 of Shakopee 2030 Comprehensive 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 of Shakopee 2030 Comprehensive 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. 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Oal~..c E 0 00 0 0 o 00 0 0 o 00 0 0 B 0 00 0 0 .- 0 LO LO LO N C. 0 LO ~~ N m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~C 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~cn ~m~ ~ meene e en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ e m~ - ee~~ .. e ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ecrn oee>~en ~SS~~ C) ... 0 0 m e ,^ ~ ~ s.... - e m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.ee~O') ce~s....roerneneeoox (.) (1) >< ro 0 E e ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ ~ m 0') > e 0 .~ ~. ~ E omen m.~ s.... ~m~~ x 0 ml:::iEa3 m ~ m en 0 >.~ 0') ~ l:::i m ~ <( 2 .~ ~ en=~~~ e 1:5 m ~ c m M.CO 2 6 gm~o E wE ~ sEen~ 0 e ~ ~E m ~ om o <(o~~ E u..c o Een3a3 ~ ~~ ~ oos....> eE (.) 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(1) o ... ... ~ ~en ~m~ ~ meene e en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ e m~ - ee~~ .. e ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ecrn oee>~en ~SS~~ C) ... 0 0 m e ,^ ~ ~ s.... - e m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.ee~O') ce~s....roerneneeoox (.) (1) >< ro 0 E e ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ ~ 0') m U e _ .-..c . en._ en en en e o en 0 s.... 0 .- u ~ 1:5 ~ ~ ~~ ~ e s.... ro m ro m e e ~ 0') en e ._ .- e .- en ~ S.co m m ~ a; l:::i ~u Om'+- ..c ro o s.... 0 ~ c.. 1:) en mg 00 (1) M s.... ..c . - '+- ~ .0' C; ~. E ~ ~ ~ ... 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(1) o ... ... ~ ~en ~m~ ~ meene e en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ e m~ - ee~~ .. e ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$eCrn oee>~en ~SS~~ C) ... 0 0 m e ,^ ~ ~ s.... - e m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~OO ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.ee~O') ce~s....roerneneeoox (.) (1) >< ro 0 E e ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) W.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ m ~ ..c ~ ~ o s.... ~ ~o . s.... '+- 0:: ro~ U :g~ B m m 2 0 Co C '+- m men> ~ E ~ 0 ~ m c..c o > 2ro o e 0')2 ~ ~ cen (.) M E ~o (1) ~ .- ~ U .0' 0 c;Q ~ N .co -E a3 - E 0 ~ S m U ~ o ~ ~O') ~ ~ ~~ :> U C ~ m ro ~ C..c..c (It) <C ~ ~~ ~ en m ~U ~ 0 N S~ s2 I E ~ mm ~m 0') 0 enm Us.... o e N E l:::i .~ g o '+- s.... en 0 0 ~ N ~.. B ~ ~ u ~ ~ en 0 ~ ~ .---" E C ~E ~co (1) ~ s.... c ro s.... m (1) m= ~ ~ a.. E (1) S LL.- .. 0 ~ m (1)'" m ~U~ 0)0 >U5 eno ~ s:5 ~ a.. 0 ~~ C ro m'+- u; c.. ... (1) s.... t'-... . . (1) m en 0 0 Qic....o ro~ E..cEc 0 ~-E ~ ~ E 0 c::!:-E~ cI ~o~ (1)~ _0 ro<( o~~s.... E~C;=N en en Ooeno (.) L1. ~U ~ ~~ (1)(1)~ ~ ...:>s.... > .--. · B m E (1) en ~ _en oe~~ (1)l:::io =Em~ ~~O~ cen~ Ol-enU E 0 0 0 0 o 0 0 0 o 0 0 0 B LO 0 0 0 .- ~ 0 v 0 c. 0 v ~ N N ~ m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~c 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ B en en ~ C ,+-.- C 0 0:5 m ~ ..e m E 2 t:: c mmen o m >..e~ Z en e~~ ~ 0 ~~ m c;; Ems ro m -~m m .~ ~ en .. > ~ - ~ u; .S:: m -g ~ E o 0 c ~Uo o ..e m ~Eoo 1:) M ~ Co a3e~ (1) ~ en E'+-c .0' C; c ~ m ro ... 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(1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~ss~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ C .N ro s.... ro en E o s.... '+- .- ~ ro ~ s.... .. 0 ~en ~ ~ ~ . ..e 00::= ~ U 0 ~ M 0 5 .--. ~ .- o 0 m 1:5 ... N ~ ~ ~ .- s.... en ~ a; ..e en ~ ~ C o ~ 0 ~ 0 u en ~ m ~ ..e. s.... ~~ s.... (It) CC ro ~ 00 s o -~ ~ N N .co = ro en C; l:::i~ E o N ro o ~ m N C ~ s.... o s.... ro E .- m m ~ > ..e m C 0 ~ a.. ~ m.~ ~ 0) >< 0') u ~ ~ o w ~.- C ~ a.. s.... ~ (1) ~ c.. 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Qi Z o c. ~ en ~~C 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. c> U ~ c> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ ~ ~ en m 0 ro ~ ~ ..e ~ U ..e en m u en en E s.... ..e ro ~ S ~ - 0 <( 0 0 o m M ~ ..e m ~ I ~ ~ r-: ~ m ~ ~ o > ~ - o <( 1:5 0 ~ ..e ~ 0') (.) M ~ s.... C (1) 0 00 .- .0' 0 ~ ro 6 ~ N E ~ ~ - e . 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(1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ ~ s.... .. ro u; ~ o m o ~ ~ ro (.) M .....J .~ ~ C' o 0 s.... ... N ro ~ ~ - 0 S 0 o ~ ~ M 00 I (It) ~ o U N ~ E 100 ~ N ~ o .- N ~ E m a.. 0 0 0)0 ns 0 0 ~ ~ ... 0 0 C ~ a.. ~ (1) ~ c.. 0 0 .. E 0 (1)C1) <0 0 0 ~-~ ~ ~ N E c: :!: C ~ (1)~ (1) ~ 0 E ~ > 0 (1) ~ <C ... > .--. J: (1) O 0 ~ J: ...~. ~ ~~~ 0 E m ~ .c. 0 m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... 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(1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo~ ns c "~s.... > m .E ~ co 0:: en .- <( en Co Co m :E 0 ~ ~ 00 e.~ "m ~ ~ C rn m ~ ~ ~ E E .....J ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ '+- o '+- ..c o ~ ..c ~ ~. 0 ~ en en o C en en .Q m m en ~ ~ C m E 2 ~ ~ ooX 0 ~ ~ m s.... o ~ C ~ o ro .co B ~ s.... E en ~ M ~m en .--. ~ m ~ m o 0 >ro u ~ N .S:: S ~ _ o~ m ns me ~ ~ u ro .- o C s.... > ~ m m e ~s ~ o 0 0 em 0 '+- 0 0 0 ~en ~ . (It) 0 0 0 0 m~ ~ C ~ J: 0 M t'-... ~Co m m o ~ LO m ~ c~ - E N ~ N N N - .c 2 ~ I 0 C; Cro en 0 0') en N Oen C (i) g (1) cen m > N - :2~..c ~ :E g~ B c E ~ l:::ig en 0 m ~ en- ~ C a.. · em.. 11\ 0) ... 0 m ~~ o c. u c c-g ~ a.. (1)" ~ (1)m ~ c.. .. (.) 0::: .. m E ~ 0 ~ ~ C 3: ~ s.... E m 0 c::!:(1)C1)~ 00 ~ (1) ~ " .- 0 s.... 0 en E ~ C > N 0 0 .- (.)C1) ~ ~ (1) (1) c. u ... u > .--. (1) (1) (1) m o e -g :;; = .e ~~_> o~ E m ~ .c. 0 m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~c 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns C "~s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ "m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ - .~ g ~~ ~ ~~ u ~ en . m 2 ~ ~ ~ en co 5 2 C .u 0 c ~ m U .. ~ Co E ~ u; ~ sE ~ o ro <(0 :5 o 0 u .- ~ 0:: ~o s (.) M ~ c~ c .~ ~ C 0') C .Q o 0 - ~.oo mE rn ... N ~ 0 u u ~ C U \i=~ \i= - ~ '+-0 ~ S 0 ~ ~(i) en o U C ~>. ~ ~ - ro romE _ m ~~m ro o 0 0 .::: ~ &!. 00 ~ 8 8 8 0 c ~ .00 ~ 0 LO LO 0') ~~co ~ o C) 0 N N C :>cc C N C N N ~ ~ -;:: ~O')O') ro I "i: C; m ro .00 .00 0') ~ .~ N :> Ems.... c o > ~ 2:5~ -g N ~ ro c u ~ ns - m~\i= '+- - ~ E~1O m E ~ . Ql m ~ l:::i rn s.... ~ C) en 6 .---" m .. .~ ~ ~ .- en E 0 ~ ~ ~ .. :> ~, enCD ~ro ~s.... ~o 2 "0"; .~ m ~ g u; ~ c.. .. ... LL:: .. ~ C E U 0 0 (1)~0 ro m O'+- ~ ;:i C ~ s.... 0') E 0 s.... c: .- 0 ~ ~ ~ ro (1)~o\jo ~ B o~ m E~ CN C om ~ (.) (.) ns .~ ~ m ~ (1)C1)it::C1) u m...c 0 > .--. '+- > \i= ~ (1) 0 o 0 ns .- '+- m J: = 0 ~~~c ~ ~ o~ ~ E m ~ .c. 0 m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~C 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~ss~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ m en <0 E ~ ~ ~ o s.... m ~ 0:: ~E C ~ es ~ C ~ en ro ~ -en ~ o .~ ro ro U U ~ _ E m ~ m o E al 0 ~ ~ Em ~ ~ E 0 m e o m U~ ~ ~ 00 B~ C (.) M ~ en~ m (1) ~ en en E .0' 0 .- m en ~ ... N ro Um 0 ~ l:::i U ..c - ro~ m a; ~ m'+- > ~ C ~o m o ro .- ..c ~ ~ ~ 6t::E co ro s.... 0 .- 00 00 s ~z2 ~ · 00 00 m 0 en m (It) U5 00 00 ~ ~-g~ E ~ ... 00 00 en ~ ro s.... E o 0 oLO t'-...o ~ moo ~ ~ ~~V ~ ~LO ~ ~ ~t5 U 0') ns 0 := m ~ ~ ro o ~ N ~ C rro C o 0 ~~ .~ en U 0 N ~ 1i) cCoo ~ en m o~m ~ E CD s.... .- :> ~ ~ ~ ~o:> ~ m ~ en ~I-~ C a.. . ~ men.. m 0) 0 Emro ~g- ~ o I . 0 ~m C~ ~ a.. ~ Uoen (1) ~ c.. .. (1) ~ . . ~.- en 0 (1) .~ ~ m ro :5 E .- 0 ~-... ~ >..c E~ c: :!: C ~ .S:: ,n 0') U ~,~ 0 owe om '" ~ C) N '+- ~ 0 .0 E(.)c O')om s.... (1) (1):: .~ ..c c.. ... ~ ~ > .--. ... -;:: ~ E (1) en m o e.~ .~ ~ 0 = E ~ ~~> >enu aI-en E m ~ .c. 0 m ~ U ~ (1) (1) c. o c ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~c 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~ss~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ I <( en U m c B ~ ~ m t:: m m s.... ~ ..c o ~ s.... ro ~ '+- ~ ~ 0 ~ 0 00 m c o 0 00 m 0 o 0 00 I- ~ ~ 0 00 c U (.) LO M m .- ~ (1) M N N 2. l:::i .--. ~ s.... M en o 0 moo c ... 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(1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo~ ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co m :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E .....J ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ s.....: 2 ~ 0') - ~ ~ ~ C ~ ~ u u 2 - m ~ N. U ~ 0 0 0 00 V t'-... C o 0 0 0 00 ~ 0 o 0 0 0 00 ~ I U ~ 8 8 8 88 en <( -g .~ ~ 0 0 00 v~ 00 U ~ ro 0' 0 M N M 0 '+- m ... N N N ~ 0 S ~ ~ c m ns c.Q en o ~ ~ E ~ <( ro 0 .~ ~ 00 U m c .- M ro m ro ~ s......c l:::i o LL = en N N ~ C ~ en C; en ~ 0 oNE Co c o 0 ~ E N s....:> ~ '+- en ~ t'-... m ..0 E C ~ E ro m 0 I ~ s.... a.. -0 .. 0 0) ~ <( ~'+- o C en ~ 'Cm ~ a.. ns U.- (1) ..0 ~ c.. (1) ~ '+- C~ E= 0 ~-W ~ 0 Os.... ES 0 c: :!: ~ c .- ~ (1)~~ 0 0 m~ 02 E ~ ~ N .00 (.) 2 0 en (.) c .- U 0 (1)C1)~ ro ~m ~u > .0' <C ~ u; .0 J: ~ o...en x ~s.... ~~ ~~O w ~~ au 0 E m ~ .c. 0 m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~c 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I C -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo~ ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co m :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E .....J ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ en 5 '+- en ~ Oc U ~ m m C E en m m s.... E > _ m ~o U ~ Os.... => C 0 <DE ~ .Q m ~ .- en t5 :5 ~c - ~ m m m .- s.... ~ ~ C s.... ro ~ 0 0 0 00 0 owe C m ..cE ~ 0 0 0 00 0 0 C m ~ s.... ~m o 0 0 0 00 0 0 8 > <( 2 srn o 0 0 00 0 0 m <( ~ U Cs 1:) MOO 00 om 0 M s.... 00 en 2 0 .~ ~ 0 V M m N ~ t'-... .~ ~ ~ 00 U ~ o 0 N ro 0 m 0 ro c~ ... N E ~ m~ ~ ~'+- ~ s.... ~ m ~ ~ m C .---" 0 mro~ mC>~ C~ a; ~ 0 C > m .S:: m en 0 C ~ ~O::m <(>om ~ Um o :>_>m <( l:::i ~ ex ~ ~ co <( > ~ ~ m en (3 .- m c..c,+-<(~en>en m E rou'+-~ffi~mm m em ~~~ c O.....J E :5 0:5 M f mroalNB~E- '+- ~~ ~ C) ~~Eomm 0 0 mm o 0 :> ~~~eI c ..cc N ... N ~ 0 e m c a3 '+- 0 0 ~ .E en ~ C; =~~m>a;= ~ ~s.... o C N Emmm~<(~m ~ 02 o 0 0 s.... m > '+- ~ m .- ..c m N ; ~~l:::i<(oo~enl:::i ..0 en~ (.) enenen'+-~ffi~en ~ 2~ ~ ~Cm'+- o~ mO E Z m .co .S:: ~ E E 0 15 ~ m c m ~ S ~ .co al e 0 sUm l:::i en a.. C m s.... E '+- ~ ~ en ..c .. en ro C) 0 ,n E ~ ~ <( ~. ~ '+- ..c o (.) VJ 0 m a; E ..c ~ ~ 0 U ~ a.. (1) C' e -g ~ ~ m -g 0 ~ .c ~ c => ~ c.. Qi 0::: 2 ~ ro a; en l:::i ro ~ C s ~ E .Q ~ 00 ~ - ~ ~ .- ~ ~ m en ~ mom E E t5 en c: :!: (1) ~ c ems.... 0') ro m > .- ~ E ~ (1) ~ ~ 0 ,~ m m en ro ~ ~.S:: m coo s.... . E~~ N w>l:::i mo~o (.)~U oooro (.)en ~<(en2~~enm it::C ...c~ (1) .~ M m '+- c 0 E c ~ m ; 0 m (1) 0 ro > 0 ~ m '+- .- ~ ~ co> ~ u:5 J: U o ... 0 (1) l:::i ~ ro ro ro .- U m ~ 0 '+- ~ m m ~~N cenal~oz~en.....J ~I-o 00:::5 E m ~ .c. 0 m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~c 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL o? J-;- I I C ~~-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~ss~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo~ ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co m :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E .....J ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ _ m ro s.... .- ~ u ~ s.... ~ m '+- E 0 ~ - ~ C ~ E m ~ c 0 ~ 0 ~ u ~ U 8 B.~ ~ - m ~ ~ . . ~ s.... ~ 0 0 0 0 0 ~ ~ ro ~ 00 000 u ~ ~ o 0 0 0 0 0 \i= m ro o '+- en ~ 0 0 0 0 0 ro ro m (.) MOO 0 LO LO l:::i m ..c (1) ~ O~ M ~ LO <0 0') U ~ .0' 0 ~ .~ C C ... N s.- ~ ~ 0 0 C _ s.... '+- m S 0') m E o ~ ~ ~ L- m.- 0 r- m > - Eo m s.... > o ~ m ~ 0 ~ ~ ~;; ~ o ai N C m ~ ~ > ~ ~ ~ m 0') <C 0 . s.... E o _ N LO 0') E o - ~ ~ N t:. I ~~ 8 ~ <( me '+- Eo en..cm 0 ~ U oE m m en ~~ ~ a.. CD en 0 .. ro C) ~ ~<D ~s.... ~ 2 · m> c5 u; c.. ..:t; .. c ~ (1) ~ 0 ~~~ ~ ~_ E~ 0 c::!: I ~ roro Ec (1) ~ II) 0 e .u 0 m -= E~~ N s.... o~ro (.)~ ~Em ...c> (1) (1)..&.. C (1) m 0 > .0' <C ~ E J: ~ ~ o...en 00 ~m~ ~~O Uu OOro E m ~ .c. 0 m ~ U ~ (1) (1) c. o C ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~C 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I c -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~ss~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ c rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ u ~ .- c ~ .~ 0 s.... u~ ~ \i=~ S 'S m m en m c c ~ ro ~= c '+- ros ~ 0 s ~ o c. ~ ~ U OC ro~ - .- 0 0 ~ t5 . - s.... en ~ ~t5 en~ ~ 0 0 0 0 0 s.... m .- c o 0 0 0 0 0 ooen..ero o 0 0 0 0 0 em =c ~ 0 0 0 0 0 o~ oro (.) MOO <0 0 V U .~ C S (1) ~ 00 N N ~ <0 ~t'-... 0<( .0' 0 c ~ ~ ~ ... N roI g. ~ ~ ~ s....E c m<( ~m ~ a; men enc~ 0 ~ s.... en U o enU o~ ~ ~ uen m Cc ~- ..e ..... .- c ro ~ ..&.. 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(1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL all- I I c -6-6-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~ss~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns C \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ c rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ ~ 0 0 0 ~ 0 0 0 o 0 0 0 o ~ 0 0 0 ~ M ~ ~ ~ ~ .0' C; ~ aj ... N C 0') ~ m ro E C S ~ .~ o ro ~ ~ ~ m . m > ~ ~ 0 m ~ ~ C M gEE ~ 0.- s.... o N U ~ 2 N ~ ..c C m en 0 ~ ro ~ o N S ~ a3 o en m m N ~ = ..0 ~ ro ~ E co ~ g m 0') ~ a.. C en .. en ~ .-.- ~ ro ~, ~ 00 x ~..c ~ 2 ~ .x m c C u; ft .. (1) m .. m (1)E 0 0 I.&. (1) - ~ .- 0 ~-~ ~ 2 Ern c: :!: ~ .- U (1) ~ (1) 0 .- 0 0 ~ N ..0 0- E1:)C1) ro ~ (1) (1) (j ..c ... U > .--. c ~ (1) .~ o e 0 = e ~~O o~ E m ~ .c. 0 m ~ U ~ (1) (1) c. o c ~ 0 m .- J: ~ en g .... Qi Z o c. ~ en ~~c 0 ~ ~ 0 0 .- ~ 0 N U (.) ~ (1) (1) . --. (1) o ... ... ~ ~en ~m~ ~ mcenc c en ~ ro 2 ~ ros....all- LL o? J-;- I I C ~~-g-g ~ c m~ - cc~~ .. c ~ ~ ~ LL LL E E (1) E ~.- LL LL (1) ~ (.) mLL~~ s....s....mm ~ ~ en~ ~~>m~~ enmmO')O') (1) (1)$ccrn oce>~en ~SS~~ C) ... 0 0 m c ,^ ~ ~ s.... - c m m .- .- ns ~ ~ I'V ~ E.- VI LL E ~ g. en m en en ro ro C(1) :!:~gmm C)--m-5~E~~oo ns c \j ~ s.... > m .E ~ co 0:: en .- <( en Co Co :E 0 ~ ~ 00 e.~ \j m ~ ~ C rn m ~ ~ ~ E E ~~ c.cc~O') cC~s....rocrnenccoox (.) (1) >< ro 0 E c ~ m ro ro s.... o~ en ro ro~~ ro .~ (.) w.....J U - W L1. C> U ~ C> 0 en <( en en en en I- o ~ ....... . ~OJ <C OJ ~ 0 0 ~ ~ 0 0 m o 0 0 > o ro ~ 0 LO ~ ~ M g ~ ~ m .0' C; .:5 ... 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RESOLLTTION NO. 6928 A RESOLUTION OF THE CITY OF SHAKOPEE ADOPTING TI-IE CITY'S 2030 COMPREHENSIVE PLAI"1 UPDATE WHEREAS, the Metropolitan Land Plmmin_g Act (MLP A) requires that cities and COUllties in the Twin Cities MetIopolitan Region update their comprehensive plans at least every ten (l0) years; and WHEREAS, the Metropolitan Council is charged with reviewing local plans for consistency witb regiol1al plans and policies; EUld WHEREAS, the deadline for submittal of2030 comprehensive plans or plan updates was December 31, 2008; and WHEREAS, the City of Shako pee, after three (3) years of work by the COLillcil, 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 Janu31Y 4, 2008; a11d WHEREAS, the City also submitted its draft 2030 Comprehensive Plan to the Metropolitan C0U11cil review at tIle san1e time it was provided to adjacentjurisdictiol1S; alld WHEREAS, ll1 response to COllIDlents received by the City, it has revised the 2030 Compre11ensive Plal1 accordingl~l~ and . WHEREAS\ the City has also prepared responses to the comments that were received, and will provide those responses to tIle commenting jurisdictions; and WHEREAS, the Sha1mpee Plamring Commission held a public hearing on the draft Shakopee 2030 Comprehensive PIall. on June 7,2007; and WHEREAS, at the conclusion ofthe public hearing the Sha1mpee Planning Commission recommended to the City Council the adoption of the Plan contingent on Metropolitan Council review and acceptance; and WHER.EAS\ by letter dated July 6, 2009, the City was notified by the Metropolitan Council that it may implement the 2030 Comprellensive Plan; and WHEREAS, th.e final versiol1 oftlle City ofSllakopee 2030 Conlprehensive Pla1111as been an1ended as required. by the July 6; 2009 letter from the Metropolitan Council; NO";~ THEREFORE, BE. IT RESOLVED BY THE, CITY COUNCIL OF THE CITy' OF SHAI{OPEE~ MINNESOTA: 1. That it fom1ally and finally adopts the City of Shakopee's 2030 Comprehensive Plan. Adopted i11 adj. regular sessiol1 oft11e City Council of the City of S11akopee, MilIDesota l1eld the 18th day of August, 2009. ATTEST: ",.' ,. \ (\ - ik J )- _0\..} , / r , t I J. . n.. J .. . . LtJX 1'$1\11 S. Cox, City Clerk/ i ) \ ! ~/