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February 04, 2020 - Council Packet
Shakopee City Council February 4, 2020 7:00 PM City Hall, 485 Gorman St. Shakopee Mission Statement The Mission of the City of Shakopee is to provide the opportunity to live, work and play in a community with a proud past, promising future, and small town atmosphere within a metropolitan setting. A. Keep Shakopee a safe and healthy community where residents can pursue active and quality lifestyles. B. Positively manage the challenges and opportunities presented by growth, development and change. C. Maintain the City's strong financial health. D. Maintain, improve and create strong partnerships with other public and private sector entities. E. Deliver effective and efficient public services by a staff of well -trained, caring and professional employees. F. Housekeeping item. Mayor Bill Mars presiding 1. Roll Call 2. Pledge of Allegiance 3. Approval of Agenda 4. Consent Business - (All items listed in this section are anticipated to be routine. After a discussion by the Mayor there will be an opportunity for members of the Council to remove any items from the consent agenda for individual discussion. Those items removed will be considered following the Public hearing portion of the agenda. Items remaining on the Consent Agenda will not be discussed and will be approved in one motion.) A. Administration *4. A.1. *Off -site Gambling Permit for Shakopee Rotary *4. A.2. *City Council Minutes *4. A.3. *Temporary Liquor License for Parish of Saint Joachim and Anne. B. Planning and Development *4. B.1. *Summerland Place Environmental Assessment Worksheet (EAW) Update *4. B.2. *Set Public Hearing for Business Subsidy for Cherne Industries, Inc., to Improve, Construct and Equip a new 130,000 HQ, R&D and Manufacturing Operation C. Public Works and Engineering *4. C.1. *Purchase Four Marked Patrol Vehicles, a Boat with Trailer, and an All Terrian Vehicle with Trailer *4. C.2. *Lift Station No. 16 Emergency Repairs Page 1 of 316 5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL -Provides an opportunity for the public to address the Council on items which are not on the agenda. Comments should not be more than five minutes in length. The Mayor may adjust that time limit based upon the number of persons seeking to comment. This comment period may not be used to make personal attacks, to air personality grievances, to make political endorsements or for political campaign purposes. Council Members will not enter into a dialogue with citizens, and questions from Council will be for clarification only. This period will not be used to problem solve issues or to react to the comments made, but rather for informational purposes only. 6. Business removed from consent will be discussed at this time 7. Public Hearings 7.A. 2020 Full -Depth Pavement Reconstruction Project 8. Recess for Economic Development Authority Meeting 9. Reconvene 10. General Business A. Administration 10. A.1. 2019 City Council Workplan Review 10. A.2. 2020-2024 Strategic Plan 10. A.3. Equity Vision and Work Plan 10. A.4. Southbridge Liquor Fines and Suspension B. Planning and Development 10. B.1. Presentation by Shakopee CVB on Year in Review 10. B.2. Presentation by Downtown Shakopee on Year in Review 11. Reports 11.A.Liaison & Administration Reports 11.B.City Bill List 12. Other Business 13. Adjournment to Tuesday, February 18, 2020 at 7 p.m. Page 2 of 316 *4.A.1. Shakopee City Council February 4, 2020 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: Resolution for off -site gambling permit for Shakopee Rotary Policy/Action Requested: Approve Resolution R2020-011, approving the off -site gambling license for Shakopee Rotary on March 21, 2020 being held at Canterbury Park, 1100 Canterbury Road, Shakopee, MN 55379. Recommendation: Approve the action as requested. Discussion: The Shakopee Rotary is applying for a off -site license for gambling activities at Canterbury Park located at 1100 Canterbury Road. The permit will be issued by the State Gambling Control Board. When application is made, the board requires that the local unit of government pass a resolution specifically approving or denying the application. Budget Impact: ATTACHMENTS D Resolution R2020-011 Page 3 of 316 RESOLUTION R2020-011 A RESOLUTION OF THE CITY OF SHAKOPEE, MINNESOTA APPROVING OFF SITE GAMBLING LICENSE FOR SHAKOPEE ROTARY WHEREAS, Shakopee Rotary, Shakopee, MN has applied for an Off -Site Gambling License for March 21, 2020; and WHEREAS„ the Off -Site Gambling Premise will be located at Canterbury Park, 1100 Canterbury Road, Shakopee, MN 55379. THEREFORE, BE IT RESOLVED that the City Shakopee, Scott County, Minnesota does hereby approve the Off -Site Gambling License for the Shakopee Rotary to be held at Canterbury Park, 1100 Canterbury Road, Shakopee, MN 55379. Adopted in regular session of the City Council of the City of Shakopee, Minnesota, held this 4th day of February 2020. ATTEST: City Clerk Mayor of the City of Shakopee Page4of316 *4.A.2. Shakopee City Council February 4, 2020 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: City Council meeting minutes of January 21, 2020. Policy/Action Requested: Approve the meeting minutes of January 21, 2020. Recommendation: Approve the action as requested. Discussion: Budget Impact: ATTACHMENTS D January 21, 2020 Page 5 of 316 Shakopee City Council Minutes January 21, 2020 7:00 PM City Hall, 485 Gorman St. Mayor Bill Mars presiding 1. Roll Call Present: Mayor Bill Mars, Councilmembers Jody Brennan, Matt Lehman, Jay Whiting, Angelica Contreras Staff Present: City Administrator Bill Reynolds, Assistant City Administrator Nate Burkett, City Attorney Jim Thomson, City Engineer/Public Works Director Steve Lillehaug, Finance Director Nate Reinhardt, City Clerk Lori Hensen, Planning/Development Director Michael Kerski, Parks/Recreation Director Jay Tobin 2. Pledge of Allegiance 3. Approval of Agenda Councilmember Angelica Contreras made a motion to approve the agenda, seconded by Councilmember Jay Whiting and the motion passed. 5-0 4. Consent Business - (All items listed in this section are anticipated to be routine. After a discussion by the Mayor there will be an opportunity for members of the Council to remove any items from the consent agenda for individual discussion. Those items removed will be considered following the Public hearing portion of the agenda. Items remaining on the Consent Agenda will not be discussed and will be approved in one motion.) Brennan removed item 4.D.2 for further discussion. Lehman removed item 4.D.1. for further discussion. Councilmember Matt Lehman made a motion to approve the consent agenda as amended, seconded by Councilmember Jody Brennan and the motion passed. 5-0 A. Administration *4. A.1. *City Council Minutes Page 6of316 Approve the minutes of January 7, 2020. (Motion was carried under consent agenda.) *4. A.2. *Designation of Official Newspaper Designate the Shakopee Valley News as the official newspaper for the City of Shakopee in 2020, and designate the city website (www.ShakopeeMN.gov) as the official notice and advertisement venue for transportation project bids in 2020. (Motion was carried under consent agenda.) *4. A.3. *City Council Norms of Behavior Adopt the 2020 City Council Norms of Behavior. (Motion was carried under consent agenda.) *4. A.4. *Resolution Proclaiming January 27th as Charlie Vig Day A Resolution of the City of Shakopee Honoring SMSC Chairman Charlie Vig and declaring Monday, January 27th as Charlie Vig Day in the City of Shakopee. (Motion was carried under consent agenda.) B. Fire *4. B.1. *Donation from Rahr Malting Co. Approve Resolution No. R2020-005, accepting the donation of $20,000 worth of fire rescue tools & equipment from Rahr Malting Co. (Motion was carried under consent agenda.) C. Parks and Recreation *4. C.1. *Request for Suspending Park Hours to Allow Overnight Use of Youth Building Approve the suspending of park hours to allow overnight use of the youth building on February 7 by Boy Scout Troop 218 and by Boy Scout Troop 619 on February 14, 2020. (Motion was carried under consent agenda.) *4. C.2. *Ice Arena Proshop Approve partnership with Edgetek Hockey to open Proshop at Ice Arena. (Motion was carried under consent agenda.) D. Planning and Development *4. D.1. *Resolution Authorizing Submission of a Redevelopment Grant Councilmember Jay Whiting made a motion to approve Resolution R2020-006 to submit a Redevelopment Grant to the Minnesota Department of Employment and Economic Development and to accept same grant upon award, seconded by Page 2 of 516 Councilmember Angelica Contreras and the motion passed. 4-1 Nays: Lehman *4. D.2. *Resolution Supporting the Creation of the Scott County Cultural Consortium and Funding Through the Heritage Partnership Program Councilmember Jay Whiting made a motion to offer Resolution R2020-007 supporting the creation of the Scott County Cultural Consortium and the Scott County Historical Society application to the Heritage Partnership Program, seconded by Councilmember Jody Brennan and the motion passed. 5-0 E. Public Works and Engineering *4. E.1. *Professional Services Agreement with WSB for a Traffic Study Authorize the execution of a Professional Services Agreement with WSB, Inc., for the Cretex/Forterra Traffic Study. (Motion was carried under consent agenda.) *4. E.2. *Professional Service Agreement with AE2S for West End Lift Stations Authorize the execution of a Professional Services Agreement with AE2S to perform a feasibility study for the West End Lift Stations projects Sewer-24-001 and Sewer- 24-002. (Motion was carried under consent agenda.) *4. E.3. *Purchase Three (3) John Deere Mowers Approve the purchase of three John Deere 1570 mowers from Kibble Equipment in the total net amount of $24,660.00. (Motion was carried under consent agenda.) *4. E.4. *2020 Full -Depth Pavement Reconstruction Project Adopt Resolution R2020-003, receiving a feasibility report and calling for a Public Hearing for the 2020 Full -Depth Pavement Reconstruction Project CIP-20- 004. (Motion was carried under consent agenda.) *4. E.S. *2020 Tree Pruning Contract Authorize the execution of the contract agreement with Shadywood Tree Experts for the 2020 tree pruning work. (Motion was carried under consent agenda.) *4. E.6. *2020 Sewer Service Lateral Pipe Rehabilitation Project Approve Resolution R2020-004, approving plans and ordering the advertisement for bids for the 2020 Sewer Service Lateral Pipe Rehabilitation Project Sewer-20- 003. (Motion was carried under consent agenda.) *4. E.7. *Professional Services Agreement with BARB Engineering, Inc. Page 8 of 516 Authorize the execution of a Professional Services Agreement with Barr Engineering Co., for the NW Shakopee Stormwater Structure Improvements (Phase 1) Project Storm 22- 001. (Motion was carried under consent agenda.) 5. RECOGNITION OF INVOLVED CITIZENS BY CITY COUNCIL -Provides an opportunity for the public to address the Council on items which are not on the agenda. Comments should not be more than five minutes in length. The Mayor may adjust that time limit based upon the number of persons seeking to comment. This comment period may not be used to make personal attacks, to air personality grievances, to make political endorsements or for political campaign purposes. Council Members will not enter into a dialogue with citizens, and questions from Council will be for clarification only. This period will not be used to problem solve issues or to react to the comments made, but rather for informational purposes only. 6. Business removed from consent will be discussed at this time 7. General Business A. Administration 7. A.1. Monthly Financial Report -December 2019 Informational only 7. A.2. Review of Legal Opinion on SPUC Unilateral Modification of City Contribution Agreement Review and Determination of Next Steps. 7. A.3. Shakopee City Government Meeting Rule of Conduct Contreras read the rules of conduct into the record. Councilmember Angelica Contreras made a motion to adopt the following rules of conduct for all Shakopee Government meetings to provide for valuable public input and to conduct safe and effective public meetings, seconded by Councilmember Jay Whiting and the motion passed. 5-0 B. Parks and Recreation 7. B.1. Regional trail wayfinding Councilmember Jody Brennan made a motion to approve Scott County proposal for regional trail wayfinding, seconded by Councilmember Jay Whiting and the motion passed. Page @of316 5-0 8. Reports 8.A. Liaison & Administration Reports 8.B. City Bill List Informational only 9. Other Business 10. Adjournment to Tuesday, February 4, 2020 at 7 p.m. Councilmember Matt Lehman made a motion to adjourn to February 4, 2020 at 7:00 p.m., seconded by Councilmember Jody Brennan and the motion passed. 5-0 Page 5 bb5316 *4.A.3. Shakopee City Council February 4, 2020 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: Temporary Liquor License for Parish of Saint Joachim and Anne. Policy/Action Requested: Approve the temporary on -sale liquor license to Parish of Saint Joachim and Anne for their Winterfest being held February 22, 2020 at 350 Atwood Street South in St. Mark's Church gym and cafeteria. Recommendation: Approve the action as requested. Discussion: The Parish of Saint Joachim & Anne has made application for a temporary on -sale liquor license for February 22, 2020 for their annual Winterfest to be held at 305 S. Scott Street in St. Mark's Church gym and cafeteria. Budget Impact: Page 11 of 316 *4.B.1. Shakopee City Council February 4, 2020 FROM: Mark Noble, Senior Planner TO: Mayor and Council Members Subject: Summerland Place Environmental Assessment Worksheet (EAW) Update Policy/Action Requested: Authorize distribution of the Summerland Place EAW to the review agencies to start the 30-day public comment period. Recommendation: Approve the policy/action requested. Discussion: Pioneer Engineering, on behalf of Summergate Companies, LLC, has submitted plans for a mixed use development of approximately 114 acres that has a net usable area of about 93 acres. The proposed development would consist of approximately 589 residential units in a mixture of apartments (300 units), townhouses (68) and single-family homes (221). The net density is 6.35 units/acre for all total units. The 2040 Comprehensive Plan shows this area as Suburban and Mixed Residential, which is characterized by densities of 3 to 6 units/acre and 6 to 30 units/acre, respectively. The proposed overall density meets the requirements. Per the Minnesota Environmental Policy Act (Minn. Rules 4410.4300 Subpart 19 for residential development), the completion of an Environmental Assessment Worksheet (EAW) is required. The City of Shakopee is the Responsible Government Unit (RGU) pursuant to Minn. Rules 4410 to complete the EAW for this project. The purpose of an EAW is to identify potential environmental impacts associated with the project and determine whether or not an Environmental Impact Statement (EIS) is needed. The EAW analyzes a variety of topics including land use, geology, stormwater, wildlife habitat, traffic, water use, wastewater generation, cultural resources, and noise. Analysis is based on guidance provided by the Environmental Quality Board, who oversees the Minnesota Environmental Review program. An overview of some of the information in the Page 12 of 316 EAW is summarized below: • Stormwater will be managed in conformance with city and state regulations. • Wastewater will be directed to the Blue Lake Wastewater Treatment Plant. There is capacity to accommodate the additional wastewater from the project. • The project will generate additional traffic in the area. Mitigation measures to address the increased traffic have been identified in the EAW. The developer and City Staff have worked together to complete the EAW. The next step is for the EAW to be submitted to the review agencies and public fora 30-day comment period. Once the comment period is complete, the City will develop responses to comments and determine if an EIS is needed. The item for the City Council is to authorize distribution of the EAW to the review agencies to start the 30-day comment period. If authorized, the EAW will be submitted for public comment February 17 — March 18, 2020. 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The EAW form provides information about a project that may have the potential for significant environmental effects. The EAW Guidelines provide additional detail and resources for completing the EAW form. Cumulative potential effects can either be addressed under each applicable EAW Item, or can be addresses collectively under EAW Item 19. Note to reviewers: Comments must be submitted to the RGU during the 30-day comment period following notice of the EAW in the EQB Monitor. Comments should address the accuracy and completeness of information, potential impacts that warrant further investigation and the need for an EIS. 1. Project title: Summerland Place 2. Proposer: 3. Contact person: Casey Wollschlager Title: Summergate Companies Chief Operating Officer Address: 17305 Cedar Ave #200 City, State, ZIP: Lakeville, MN 55044 Phone: 952-898-3461 Fax: Email: Casey@summer-gate.com 4. Reason for EAW Preparation: (check one) Required: ❑ EIS Scoping X Mandatory EAW RGU Contact person: Mark Noble Title: Senior Planner Address: 485 Gorman St. City, State, ZIP: Shakopee, MN 55379 Phone: 952-233-9348 Fax: Email: mnoble@shakopeemn.gov Discretionary: ❑ Citizen petition ❑ RGU discretion ❑ Proposer initiated If EAW or EIS is mandatory give EQB rule category subpart number(s) and name(s): Subpart 19(D) (Residential Development) 5. Project Location: County: Scott City/Township: Shakopee PLS Location (1/4, 1/4, Section, Township, Range): SE 1/4 Section 8 and SW 1/4 Section 9 of Township 115 and Range 22 Watershed (81 major watershed scale): Minnesota River — Shakopee (33) GPS Coordinates: 44.777896, -93.482982 Tax Parcel Number: 279080021, 279080030, 279080690, 270470330, 270470320, 270470310, 270470340, 270470300, 270470350, 270470290 page 1 Page 15 of 316 At a minimum attach each of the following to the EAW: • County map showing the general location of the project; • U.S. Geological Survey 7.5 minute, 1:24,000 scale map indicating project boundaries (photocopy acceptable); and • Site plans showing all significant project and natural features. Pre -construction site plan and post - construction site plan. page 2 Page 16 of 316 6. Project Description: a. Provide the brief project summary to be published in the EQB Monitor, (approximately 50 words). Summergate is proposing a phased residential development on 115 acres in the City of Shakopee. The project includes developing 300 apartment units, 68 townhome units, and 222 detached unit lots totaling 590 housing units over five phases. The project also includes associated utilities, stormwater basins, parking lots, internal roads, an apartment office building, and an apartment community building. b. Give a complete description of the proposed project and related new construction, including infrastructure needs. If the project is an expansion include a description of the existing facility. Emphasize: 1) construction, operation methods and features that will cause physical manipulation of the environment or will produce wastes, 2) modifications to existing equipment or industrial processes, 3) significant demolition, removal or remodeling of existing structures, and 4) timing and duration of construction activities. Summergate is proposing the Summerland Place residential development (project/site) within the City of Shakopee, located north of 17th Avenue East, west of Canterbury Road S, and south of US 169 (Figures 1-3, Appendix A). The site is comprised of ten parcels totaling 115 acres and will be developed to include 106 50-foot villa lots, 117 65-foot single family lots, 68 townhome units, and 300 apartment units (Figure 4, Appendix A). The project will include new infrastructure such as curb and gutter stormwater routing and treatment, watermain connection, sanitary sewer connection, and other utilities typical of a residential development. Construction will occur in five phases, with the central single-family home lots and villa lots, as well as the townhome units to the north built during the first phase. The second phase would then construct the single-family lots, villa lots, and townhomes to the east and west of the central phase one area. Phase three and four would continue to expand east and west from Phase two. Phase five would construct the apartments. The project schedule is as follows: • February 2020 — City Council EAW Review • Approximately May 2020 — PUD application approval by City • May 1, 2020 — Phase 1 Construction Start • December 1, 2020 — Phase 1 Construction End • Subsequent phases will be developed to support the housing demand. Site Preparation and Grading —Approximately 115 acres of agricultural fields will be graded for development and removed from crop production. All grading and soil disturbance activities will occur in accordance with the National Pollutant Discharge Elimination System Construction Stormwater Permit (NPDES permit) issued by the Minnesota Pollution Control Agency (MPCA) as well as project specific measures outlined in the project's Stormwater Pollution Prevention Plan (SWPPP). The site will be graded in phases as the development occurs to prevent unnecessary soil erosion. Typical subgrade preparation is expected and includes removing existing vegetation, topsoil or organic soil, soft clay and unsuitable soils, along with proper compaction of soils. Seven stormwater basins will be constructed at depths ranging between 4-10 feet below grade to allow for stormwater treatment. Along the north side of the site, three areas will also be constructed as one -acre gardens and an area of enhanced landscape will be constructed north of the apartments. page 3 Page 17 of 316 Utilities — • Watermain: The development will connect to the municipal water supply at the north and south southwest portions of the development. The Shakopee Public Utilities Commission (SPUC) will be the service provider. • Sanitary Sewer: The generated wastewater will be collected on site through a network of gravity sanitary sewer pipes and will be discharged to MCES Interceptor 9206-1. It will be treated at the MCES Blue Lake Wastewater Treatment Plant (WWTP) in Shakopee. Further detail regarding the wastewater needs of the project are discussed under Item 11. • Gas Pipeline: an existing gas pipeline extends from the west side of the site to the southeast and then crosses 17t'' Avenue. This easement will remain through the development. Another gas pipeline is located at the north side of the site where the one - acre gardens are proposed. This easement will also remain in place. • Stormwater: an existing stormwater pipe extends from the south side of the site just west of Philipp Way to the stormwater basin located at the north side of the site. Seven stormwater basins will treat and hold water from the development. Curb and gutter will be constructed along new internal streets. • Overhead Powerlines: Existing overhead powerlines run east to west across the northern side of the project site. Three stormwater basins are located under these powerlines and no residential units are proposed at this location. Building Construction — Building construction includes 105 50-foot villas, 117 65-foot single family homes, 68 townhome units, and 300 apartment units. The houses and townhouses will have partial- or full -depth basements, or no basements depending on site conditions. Roads/Paving — The development will include internal roads with curb and gutter, sidewalk, and trails. The project will include the construction of four new east -west streets throughout the development connecting to Downing Avenue and Tyrone Drive South. Two small side streets will also be added to access townhome units. England Way and Philipp Way will both be extended to the north. An entrance to the apartments will be accessed from 17th Avenue. A trail will be constructed at the north end of the site near the stormwater basins. The trail will connect to Killarney Hills Park located east of the development near Tyrone Drive. c. Project magnitude: Table 1. Project magnitude of the Summerland Place Development. Total Project Acreage 144 acres Linear project length NA Number and type of residential units 300 Apartment Units, 68 Townhome Units, 222 Detached Units Commercial building area (in square feet) 0 Industrial building area (in square feet) 0 Institutional building area (in square feet) 0 Other uses —specify (in square feet) 0 Structure height(s) 1-3 stories page 4 Page 18 of 316 d. Explain the project purpose; iftheproject will be carried out by a governmental unit, explain the need for the project and identify its beneficiaries. The Summerland Place development is proposed by private developers. The project will provide housing to meet the needs for increased housing in the City of Shakopee and Scott County per the guided land uses. e. Are future stages of this development including development on any other property planned or likely to happen? ❑Yes X No If yes, briefly describe future stages, relationship to present project, timeline and plans for environmental review. f Is this project a subsequent stage of an earlier project? ❑Yes X No If yes, briefly describe the past development, timeline and any past environmental review. 7. Cover types: Estimate the acreage of the site with each of the following cover types before and after development: Cover types within the project site are shown below in Table 2 and in Figure 5, Appendix A. Table 2. Existing and nronosed cover tunes for Summerland Place. Before After Before After Wetlands 0 0 Lawn/landscaping 0 62 Deep water/streams 0 0 Impervious surface 0 46 Wooded forest 0 0 Stormwater Pond 0 7 Brush/Grassland 0 0 Other (describe) 0 0 Cropland 115 0 TOTAL 115 115 8. Permits and approvals required: List all known local, state and federal permits, approvals, certifications and financial assistance for the project. Include modifications of any existing permits, governmental review of plans and all direct and indirect forms of public financial assistance including bond guarantees, Tax Increment Financing and infrastructure. All of these final decisions are prohibited until all appropriate environmental review has been completed. See Minnesota Rules, Chapter 4410.3100. Table 3. Annrovals and Permits Required. Unit of Government Type of Application Status State Department of Natural Resources Water Appropriation Permit To be obtained, if needed Pollution Control Agency NPDES/SDS Stormwater Permit To be obtained Sanitary Sewer Extension To be obtained Department of Health Watermain Plan Review To be obtained, if needed page 5 Page 19 of 316 Unit of Government Type of Application Status Metropolitan Council Environmental Services Sanitary Sewer Extension Concurrence To be obtained Direct Connection Permit To be obtained County Scott County Final Plat Approval To be obtained Local City of Shakopee Development Application/Land Disturbance Plan To be obtained Planned Unit Development Application Approval To be obtained Preliminary and Final Plat Approval To be obtained Zoning Map Amendment To be obtained Cumulative potential effects may be considered and addressed in response to individual EAW Item Nos. 9-18, or the RGU can address all cumulative potential effects in response to EAW Item No. 19. If addressing cumulative effect under individual items, make sure to include information requested in EAW Item No. 19 9. Land use: a. Describe: i. Existing land use of the site as well as areas adjacent to and near the site, including parks, trails, prime or unique farmlands. Existing Land Use Existing land use of the site is agricultural. The project contains both prime and unique farmlands. The central portion of the project site is mapped as prime farmland based on the Scott County Soil Survey (Figure 10, Appendix A). The northern part of the site adjacent to Highway 169 is identified as farmland of statewide importance. Table 4 shows which farmland classifications occur within the project site based on soil type: Table 4. Farmland Classification at Summerland Place. Soil Type Map Unit Farmland Classification DaB All areas are prime farmland WaA All areas are prime farmland DaA All areas are prime farmland DaB2 All areas are prime farmland EaB2 Farmland of statewide importance DbA Farmland of statewide importance EaA Farmland of statewide importance DbC2 Not prime farmland HeA Not prime farmland Surrounding Land Use Land use to the west, southwest, and northeast of the site is residential, with a combination of townhomes and single-family homes. Immediately east of the site is additional agricultural land, then slightly farther east are commercial buildings comprised of retail stores. The Shakopee Gravel, Inc. gravel mine is located to the southeast of the site across page 6 Page 20 of 316 17' Avenue but is guided for Single Family Residential. Highway 169 borders the site to the north. Northwest of Hwy 169 is a residential area consisting of single-family homes, the Evergreen Heights Townhomes, Shakopee Fire Department, and the King of Glory Lutheran Church. Northeast of Hwy 169 is Seagate Technology and Canterbury Park. Killarney Park is located to the east of the project site between Sharon Parkway and Tyrone Drive South. ii. Plans. Describe planned land use as identified in comprehensive plan (favailable) and any other applicable plan for land use, water, or resources management by a local, regional, state, or federal agency. The planned land use for the site is guided Medium Density Residential for the western portion and Single Family Residential for the eastern portion based on the 2030 Comprehensive Plan (Figure 6, Appendix A). The Proposed Unit Development (PUD) land use is Medium Density Residential for the entire project site. iii. Zoning, including special districts or overlays such as shoreland, floodplain, wild and scenic rivers, critical area, agricultural preserves, etc. Current zoning of the site is R2 -Medium Residential for the western portion and RR - Rural Residential for the eastern part (Figure 7, Appendix A). The site is not located within a special district or overlay. Proposed zoning for the site will be defined by the PUD. b. Discuss the project's compatibility with nearby land uses, zoning, and plans listed in Item 9a above, concentrating on implications for environmental effects. The properties to the north and west are guided Medium Density Residential, the properties to the south and east are guided Single Family Residential, and the properties farther to the east are guided Commercial. These guided uses and the existing residential developments around the project site are all compatible with the proposed development. Minnesota state highway 169 is located directly north of the project site and the properties north of Hwy 169 are guided Medium Density Residential and Single Family Residential, consistent with the proposed site. c. Identify measures incorporated into the proposed project to mitigate any potential incompatibility as discussed in Item 9b above. The project site is zoned as R2 —Medium Residential and RR - Rural Residential. The project will need to be rezoned as a Planned Unit Development (PUD) to meet the community density and land use goals for this site prior to construction. 10. Geology, soils and topography/landforms: a. Geology -Describe the geology underlying the project area and identify and map any susceptible geologic features such as sinkholes, shallow limestone formations, unconfined/shallow aquifers, or karst conditions. Discuss any limitations of these features for the project and any effects the project could have on these features. Identify any project designs or mitigation measures to address effects to geologic features. page 7 Page 21 of 316 Surface geology at the project area consists of lower terrace alluvium deposits of the Holocene and Pleistocene Epcoh (Figure 8, Appendix A). These lower terrace deposits are located 30 to 50 feet above the present flood plain, are less than 50 feet in thickness, and consist of wind and stream deposited sand and silt. According to the Minnesota Geologic Survey, bedrock at the project area is less than 50 feet below grade and consists of sandy dolomite with thin beds of quartzose sandstone of the Prairie du Chien Group (Figure 9, Appendix A). Additionally, the Minnesota Department of Health (MDH) Minnesota Well Index identified multiple domestic wells at the east adjacent residential development that encountered limestone bedrock less than 50 feet below grade. The Minnesota DNR Aggregate Resource Web Map did not identify any gravel pits at the project area and the sand and gravel quality is identified as good to moderate with a water table greater than 20 feet below the land surface. A sand and gravel mine is located to the southeast of the property. According to the Minnesota Karst Land Map, the project area is located in a region that is prone to surface karst feature development. Due to the shallow and soluble bedrock (limestone and dolomite) identified at the project area, there is a potential for karst conditions to be problematic for future development of the site, if present. Stormwater basins overlying karst features have the potential of creating sinkholes as a result of the additional weight of water. The use of infiltration stormwater basins in combination with soluble bedrock conditions can lead to erosion of bedrock and may allow pollutants to rapidly pass through the subsurface into the groundwater creating a greater risk of ground water contamination. b. Soils and topography -Describe the soils on the site, giving NRCS (SCS) classifications and descriptions, including limitations of soils. Describe topography, any special site conditions relating to erosion potential, soil stability or other soils limitations, such as steep slopes, highly permeable soils. Provide estimated volume and acreage of soil excavation and/or grading. Discuss impacts from project activities (distinguish between construction and operational activities) related to soils and topography. Identify measures during and after project construction to address soil limitations including stabilization, soil corrections or other measures. Erosion/sedimentation control related to stormwater runoff should be addressed in response to Item 11. b. ii. Table 5 lists the soils in the project area (Figure 10, Appendix A). The soils on the site are all generally well drained or somewhat excessively drained and non-hydric with a hydric rating of 10 percent or less. The geotechnical evaluation indicated that sand and silt samples from soil boings showed moisture content generally below optimum moisture contents. The clay soil samples were likely wetter than their optimum moisture content. The existing site topography is relatively flat across the portion of the site with proposed housing, ranging from 814 ft to 818 ft above mean sea level (AMSL). The northern part of the site slopes slightly downhill to the north to an elevation of 794 ft AMSL, but slopes are generally less than 12% with low erosion risk. According to the Web Soil Survey, erosion hazard for the majority of the site is slight with an area of moderate erosion hazard located near the north end of the site where the proposed storm basins will be located. Limitations from soil stability are not anticipated within the project site. Approximately 115 acres of land will be graded for this project and 432,000 cubic yards of material will be moved, with the majority of excavation occurring in the stormwater basin locations. Excavated materials will be page 8 Page 22 of 316 reused onsite. Based on the geotechnical report, on -site soils free of organic materials are suitable for reuse onsite as fill. Silty or clayey soils are present onsite, and if disturbed, may require additional moisture conditioning and compacting to stabilize if disturbed. As noted in the geology section, this site is located in an area that is prone to surface karst features which may have implications during excavation. The project will be required to prevent erosion and control sedimentation per the NPDES/SDS stormwater construction permit. Table 5. Scott County Soil Surve Map Unit Symbol Soil Name Percent Slope DaA Dakota loam 0% to 2% DaB Dakota loam 2% to 6% DaB2 Dakota loam 2% to 6%, moderately eroded DbA Dickman sandy loam 0% to 2% DbB Dickman sandy loam 2% to 6% DbC2 Dickman sandy loam 6% to 12%, moderately eroded EaA Estherville loam and sandy loam 0% to 2% EaB2 Estherville loam and sandy loam 2% to 6%, moderately eroded HdB2 Sparta fine sand 2% to 6% HeA Sparta loamy fine sand 0% to 2% HeB2 Sparta loamy fine sand 2% to 6% Ta Terrace escarpments N/A TcB Terril loam 2% to 6% WaA Waukegan silt loam 0% to 2% NOTE: For silica sand projects, the EAW must include a hydrogeologic investigation assessing the potential groundwater and surface water effects and geologic conditions that could create an increased risk of potentially significant effects on groundwater and surface water. Descriptions of water resources and potential effects from the project in EAW Item 11 must be consistent with the geology, soils and topography/land, forms and potential effects described in EAW Item 10. 11. Water resources: a. Describe surface water and groundwater features on or near the site in a.i. and a.ii. below. i. Surface water -lakes, streams, wetlands, intermittent channels, and county/judicial ditches. Include any special designations such as public waters, trout stream/lake, wildlife lakes, migratory waterfowl feeding/resting lake, and outstanding resource value water. Include water quality impairments or special designations listed on the current MPCA 303d Impaired Waters List that are within 1 mile of the project. Include DNR Public Waters Inventory number(s), if any. The DNR National Wetlands Inventory depicts one wetland within the project site (Figure 11, Appendix A). The wetland is depicted as a PEM1Af freshwater emergent wetland within the agricultural field; however, an official wetland delineation has been conducted for the site and it was determined that no wetlands are present. No DNR Public Water basins or watercourses, intermittent channels, or county/judicial ditches are located within the site. The Minnesota River (DNR PWI No. 104280) is located 1.8 miles to the north and Deans Lake page 9 Page 23 of 316 (DNR PWI No. 70007401) is located 0.75 miles to the east of the site. No MPCA 303d impaired waters are located within one mile of the site. ii. Groundwater —aquifers, springs, seeps. Include: 1) depth to groundwater; 2) ifproject is within a MDH wellhead protection area; 3) identification of any onsite and/or nearby wells, including unique numbers and well logs ifavailable. If there are no wells known on site or nearby, explain the methodology used to determine this. The City of Shakopee pulls water from the Jordan, Mt. Simon, and Franconia/Ironton- Galesville aquifers at varying depths below the surface. The Jordan aquifer generally supplies wells near the project site. According to the DNR Spring Inventory, no natural springs or seeps are located within the project site. The Minnesota Hydrogeology Atlas HG-03 shows the groundwater to be more than 10-20 ft below the surface in the west part of the site, more than 20-30 ft below the surface in the east part of the site, and more than 30-40 ft below the surface at the far east edge of the site. The geotechnical evaluation of the site reported that groundwater was not encountered in any soil borings to depths of 14 1/2 feet below existing grade, but seasonal fluctuations of groundwater should be anticipated. According to the Minnesota Well Index, no wells are located within the project area. The nearest wells to the site are private domestic wells located at the homes along Sharon Parkway and Tyrone Drive to the northeast of the site. The well logs at the residences along Sharon Parkway show the static water level between 65 and 75 feet below the surface. If unknown wells are encountered during construction, they will be properly sealed per Minn. R. ch. 4725. The project is located within the Shakopee wellhead protection area (ID No. 48201) and within the Shakopee drinking water supply management area (ID No. 482). Because the site is located within a "High Vulnerability" Drinking Water Supply Management Area (DWSMA) and also within a DNR Wellhead Protection Area, stormwater BMP design must follow the process for determining applicability of infiltration onsite. b. Describe effects from project activities on water resources and measures to minimize or mitigate the effects in Item b.i. through Item b.iv. below. i. Wastewater - For each of the following, describe the sources, quantities and composition of all sanitary, municipal/domestic and industrial wastewater produced or treated at the site. 1) If the wastewater discharge is to a publicly owned treatment facility, identify any pretreatment measures and the ability of the facility to handle the added water and waste loadings, including any effects on, or required expansion of, municipal wastewater infrastructure. Municipal/domestic wastewater generated from the project will be treated at the MCES Blue Lake WWTP in Shakopee and the Blue Lake WWTP has adequate capacity to treat the additional flow. The generated wastewater will be collected on site through a network of gravity sanitary sewer pipes and will be discharged to MCES Interceptor 9206-1 at one of two locations: page 10 Page 24 of 316 1) An estimated 105 residential units will ultimately be connected to an existing 15-inch sanitary sewer main owned by the City of Shakopee. The 15-inch City sewer main connects to MCES Interceptor 9206-1 near the northwestern corner of the proposed development. 2) An estimated 485 residential units will be directly connected to the MCES Interceptor through a new 8-inch connection about 1200 feet west of Eagle Creek Boulevard. Table 6. Summary of the estimated wastewater flows anticipated from the prof ect. MCES Connection No. of Units Average Flow (gpd) Peak Flow (gpd) Connection Size (in) Existing (west) 105 25,020 100,080 8 New (east) 485 78,110 312,440 8 Totals 590 103,130 412,520 According to MCES staff, with the City's recent adoption of its 2040 Comprehensive Plan, development of the service area south of Interceptor 9206-1 can begin and the Interceptor has adequate capacity to convey flows from the proposed project. 3) If the wastewater discharge is to a subsurface sewage treatment systems (SSTS), describe the system used, the design flow, and suitability of site conditions for such a system. Wastewater will not discharge to a subsurface sewage treatment system. 4) If the wastewater discharge is to surface water, identify the wastewater treatment methods and ident0) discharge points and proposed effluent limitations to mitigate impacts. Discuss any effects to surface or groundwater from wastewater discharges. Wastewater will not discharge to a surface water. ii. Stormwater -Describe the quantity and quality of stormwater runoff at the site prior to and post construction. Include the routes and receiving water bodies for runoff from the site (major downstream water bodies as well as the immediate receiving waters). Discuss any environmental effects from stormwater discharges. Describe stormwater pollution prevention plans including temporary and permanent runoff controls and potential BMP site locations to manage or treat stormwater runoff. Identify specific erosion control, sedimentation control or stabilization measures to address soil limitations during and after project construction. Existing Conditions Under existing conditions, the site contains primarily agricultural crop land with a small wetland identified by the National Wetland Inventory (NWI) shown in Figure 11. The total site size is approximately 115 acres. According to the FEMA's Flood Insurance Rate Map (FIRM), the site is located in a Zone X and is not in the 100-year floodplain. page 11 Page 25 of 316 The western half of the site drains to the north into an existing stormwater pond within MnDOT right-of-way just south of Highway 169. An existing 48-inch diameter storm pipe is shown through the western area of the site to direct drainage from the residential development to the south into the stormwater pond. The eastern half of the site drains to the northwest into the storm sewer system along Eagle Creek Boulevard where it eventually flows to Blue Lake via the Prior Lake Outlet Channel. The Natural Resources Conservation Service (MRCS), formerly Soil Conservation Service (SCS) publishes soil data for Scott County, available on the Web Soil Survey. The soils are generally characterized as hydrologic soil group (HSG) A and B based on the Web Soil Survey. Conservatively, curve numbers used for modeling purposes for this EAW were defined using the HSG B classification for both existing and proposed conditions. A HydroCAD model was created to evaluate existing discharge rates for the site. The model was based on current site conditions. Atlas 14 MSE3 storm event depths that were simulated in the model are provided in Table 7 below. Rate control will be required for the 2-year, 10-year, and 100-year 24-hour rainfall events. Table 7: Atlas 14 MSE3 Storm Events Storm Event Rainfall Depth (in) 2-Year, 24-hour 2.86 10-Year, 24- hour 4.24 100-Year, 24- hour 7.3 9 Existing peak discharge rates for the site are provided in Table 8. Table 8: Existing Peak Discharge Rates Leaving the Site Storm North Discharge Rate (cfs) Northeast Discharge Rate (cfs) 2-Year 64.8 35.5 10-Year 127.0 74.1 100-Year 280.1 172.1 Relevant Regulations and Considerations The City of Shakopee regulates stormwater runoff rate, volume and water quality. These regulations are detailed in the City of Shakopee Design Criteria, dated October 2017 and City of Shakopee Chapter 54 Ordinance: Water Resources Management. The site is located within the Lower Minnesota Watershed District. This watershed district has adopted standards that must be implemented by the City of Shakopee but does not currently have a permitting program of their own. page 12 Page 26 of 316 The site must meet the following criteria: • Capture and retain on site 1.0 inches of runoff from the new impervious surfaces in post -construction conditions. • Maintain existing flow rates for the 2, 10, and 100-year 24-hour Atlas 14 storm events. • It is required to have a no net increase from pre -project conditions of TSS and TP. The water quality control standards shall be considered satisfied if the volume control standard has been satisfied. • If ponding is used, a permanent pool pond volume equal to 2.5 inches of rainfall over the entire contributing drainage area, assuming full development. • Pretreatment must be provided if infiltration or filtration is used. The site is located within a "High Vulnerability" Drinking Water Supply Management Area (DWSMA) and also within a DNR Wellhead Protection Area. Stormwater BMP design must follow the process for determining applicability of infiltration onsite. This project will disturb more than one acre of land and will need to obtain an NPDES Construction Stormwater General permit from the MPCA. Following the rules and regulations in this permit, the project will utilize best management practices (BMPs) to prevent erosion and control sedimentation. The location and maintenance of all BMPs used on this project will be described in the project Stormwater Pollution Prevention Plan (SWPPP). Changes to BMPs during construction will also be documented in the SWPPP. All grading and erosion control plans shall also conform to the most recent editions of the Minnesota Stormwater Manual, the National Urban Runoff Program (NURP), MPCA Minimal Impact Design Standards (MIDS), the City of Shakopee Surface Water Management Plan, and City Standard Detail Plates. Proposed Conditions The proposed concept plan shows a mixture of single-family homes, townhomes and apartment buildings (Figure 4, Appendix A). The estimated total amount of impervious for this development is 46.3 acres. Retaining 1.0-inch from the total new impervious requires a total of 3.9 acre-feet or approximately 168,000 cubic feet of stormwater to be retained on site if using infiltration. A HydroCAD model was used to approximate the proposed discharge rates for the site. The proposed model was based on the preliminary concept development design and it was assumed that existing drainage patterns will be maintained post -project. Table 9 below shows the approximate proposed discharge rates prior to any stormwater management BMPs. page 13 Page 27 of 316 Table 9: Pronosed Peak Discharge Rates Leaving the Site Storm North Discharge Rate (cfs) Northeast Discharge Rate (cfs) 2-Year 72.4 48.3 10-Year 141.7 94.4 100-Year 312.3 207.3 Proposed stormwater discharge rates for both the north and northeast point will be required to be less than existing. A geotechnical evaluation, including soil borings, was completed for the site in April 2019. Soil boring results indicate poorly graded sand and silty sand is most prevalent. Groundwater was not observed in any soil boring. The soil type indicates that infiltration could be evaluated as a possible stormwater BMP to meet volume control, pending approval of infiltration within a "High Vulnerability" DWSMA. If infiltration is not recommended, the development might utilize alternative volume reduction BMPs, filtration BMPS, or stormwater ponds. The current concept plan shows approximately 7.5 acres of stormwater ponds. The proposed storm sewer system for the site will be routed to the stormwater ponds or other proposed onsite BMPs. The proposed ponding areas shown in the concept plan will need to be further evaluated as the project moves forward. Existing drainage patterns will need to be maintained along with following the requirements outlined in the previous section. The design plans and stormwater management report need to be submitted for review prior to the City issuing a grading permit. iii. Water appropriation -Describe iftheprojectproposes to appropriate surface or groundwater (including dewatering). Describe the source, quantity, duration, use and purpose of the water use and if a DNR water appropriation permit is required. Describe any well abandonment. If connecting to an existing municipal water supply, identify the wells to be used as a water source and any effects on, or required expansion of, municipal water infrastructure. Discuss environmental effects from water appropriation, including an assessment of the water resources available for appropriation. Identify any measures to avoid, minimize, or mitigate environmental effects from the water appropriation. Water appropriation may be needed during construction in locations that may have a shallow water table or perched water table. Summergate will apply for a permit through the DNR if appropriation is in excess of 10,000 gallons per day or one million gallons per year. The quantity and duration of pumping will depend on the needs at the time of construction. Pump inlets and outlets will be protected with BMPs to prevent transport of latent sediments from the construction dewatering operation. There are no groundwater - dependent natural features in the project area and water will generally remain within its source. No environmental effects from construction -related water appropriation are anticipated. page 14 Page 28 of 316 No known wells are located within the project area and well abandonment is not anticipated (Figure 12, Appendix A). The western two-thirds of the proposed development is within the 2030 and 2040 Metropolitan Urban Service Area (MUSA) and the remaining portion of the project site is undesignated. According to the MPCA, the undesignated areas of the MUSA are areas where an agreed upon acreage of urban sewer service can be added. The development will connect to the City of Shakopee municipal water supply through SPUC. This connection will provide a positive impact to the city infrastructure by improving the looping system in this area of the community with connections from the east and the south/southwest. iv. Surface Waters a) Wetlands -Describe any anticipated physical effects or alterations to wetland features such as draining, filling, permanent inundation, dredging and vegetative removal. Discuss direct and indirect environmental effects from physical modification of wetlands, including the anticipated effects that any proposed wetland alterations may have to the host watershed. Identify measures to avoid (e.g., available alternatives that were considered), minimize, or mitigate environmental effects to wetlands. Discuss whether any required compensatory wetland mitigation for unavoidable wetland impacts will occur in the same minor or major watershed, and identify those probable locations. The DNR Wetlands Inventory shows one mapped wetland within the project area (Figure 11, Appendix A). The wetland is described as a palustrine emergent persistent temporarily flooded farmed wetland (PEM1Af). The site was further investigated, and a wetland delineation was conducted within the project area which found that there are no wetlands located within the site. The Local Government Unit (LGU), the City of Shakopee, administering the Wetland Conservation Act (WCA) approved this decision. Therefore, no wetlands are located within the project and impacts to wetlands will not occur. b) Other surface waters- Describe any anticipated physical effects or alterations to surface water features (lakes, streams, ponds, intermittent channels, county/judicial ditches) such as draining, filling, permanent inundation, dredging, diking, stream diversion, impoundment, aquatic plant removal and riparian alteration. Discuss direct and indirect environmental effects from physical modification of water features. Identify measures to avoid, minimize, or mitigate environmental effects to surface water features, including in -water Best Management Practices that are proposed to avoid or minimize turbidity/sedimentation while physically altering the water features. Discuss how the project will change the number or type of watercraft on any water body, including current and projected watercraft usage. No surface water features are located within the project area. Stormwater runoff from the site will be directed to seven stormwater basins for treatment and retention onsite. This project will not affect surface water features. page 15 Page 29 of 316 12. Contamination/Hazardous Materials/Wastes: a. Pre project site conditions -Describe existing contamination or potential environmental hazards on or in close proximity to the project site such as soil or ground water contamination, abandoned dumps, closed landfills, existing or abandoned storage tanks, and hazardous liquid or gas pipelines. Discuss any potential environmental effects from pre project site conditions that would be caused or exacerbated by project construction and operation. Identify measures to avoid, minimize or mitigate adverse effects from existing contamination or potential environmental hazards. Include development of a Contingency Plan or Response Action Plan. Publicly available data from the MPCA database was reviewed to identify verified or potentially contaminated sites that may be encountered during the proposed development (Figure 13, Appendix A). The following database listings were reviewed: • MPCA "What's in my neighborhood?" website • MPCA Storage Tank Leak Site website • US Department of Agriculture "What's in my neighborhood?" website No listings are located within the project area according to the "What's in my neighborhood?" mapping application. Within 1,000 feet of the project area, there are eight records: 1. Prairie Village 4"' & 5th Addition (Site ID 5671) —Construction stormwater permit 2. Sun Path Elementary School (Site ID 131017) —Underground tanks 3. Shakopee Area Catholic School (Site ID 69747) —Construction stormwater permit 4. Dublin Square (Site ID 49648) —Construction stormwater permit 5. Danny's Construction Co Inc (Site ID 21260) —Hazardous waste, very small quantity generator 6. Formerly Distribution Construction Co (Site ID 105672) —Underground tanks 7. St. Francis Radiology Therapy Center Inc (Site ID 27584) —Hazardous waste, very small quantity generator 8. Shakopee Tire & Auto (Site ID 97395) —Hazardous waste, very small quantity generator These records will have no adverse effect or potential for contamination to the project site. If any contaminated soil/groundwater or hazardous material is encountered during construction, necessary steps to remediate will be taken. b. Project related generation/storage of solid wastes -Describe solid wastes generated/stored during construction and/or operation of the project. Indicate method of disposal. Discuss potential environmental effects from solid waste handling, storage and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of solid waste including source reduction and recycling. No known solid wastes are located on the site prior to development. If any petroleum tanks or other chemical tanks are encountered during construction, they will be accounted for and properly disposed of. Solid wastes and construction debris generated will be those typical of construction of residential development. Solid wastes and construction debris will be disposed of in conformance with state standards. page 16 Page 30 of 316 The proposed development includes residential housing. No manufacturing or industrial facilities are planned for the site. Solid wastes typical of a residential development will be generated by this site after construction is completed. Homeowners will be required to dispose of solid wastes through a licensed hauler, consistent with the City's policies. c. Project related use/storage of hazardous materials -Describe chemicals/hazardous materials used/stored during construction and/or operation of the project including method of storage. Indicate the number, location and size of any above or below ground tanks to store petroleum or other materials. Discuss potential environmental effects from accidental spill or release of hazardous materials. Identify measures to avoid, minimize or mitigate adverse effects from the use/storage of chemicals/hazardous materials including source reduction and recycling. Include development of a spill prevention plan. Small amounts of hazardous materials typical of a construction site (e.g. fuel, oil, paint, hydraulic fluid, etc.) will be stored in approved, sealed containers and proper storage conditions. As required by the NPDES permit pollution prevention measures (Minn. R. ch. 7090), containers will have secondary containment where applicable. d. Project related generation/storage of hazardous wastes -Describe hazardous wastes generated/stored during construction and/or operation of the project. Indicate method of disposal. Discuss potential environmental effects from hazardous waste handling, storage, and disposal. Identify measures to avoid, minimize or mitigate adverse effects from the generation/storage of hazardous waste including source reduction and recycling. Construction of this project will not involve the generation of significant amounts of hazardous waste beyond those typical of a construction site. All hazardous materials and/or toxic wastes generated during construction will be disposed of in compliance with the Minn. R. ch. 7045. No adverse effects to the site will occur with the minimal generation of hazardous wastes. Contamination from construction materials will be minimized by following the pollution prevention measures of the NPDES permit. page 17 Page 31 of 316 13. Fish, wildlife, plant communities, and sensitive ecological resources (rare features): a. Describe fish and wildlife resources as well as habitats and vegetation on or in near the site. The project site consists of cropland and is surrounded by impervious surfaces (residential and industrial development) and a sand/gravel mine. Few natural habitats such as forests, native grass meadows, or water resources are located within the project area or the surrounding vicinity that would benefit wildlife. A few mixed trees are located at the eastern edge of the project as a farm wind break, but do not form a large enough area to provide substantial wildlife habitat. These trees also do not provide connectivity to other natural resources. b. Describe rare features such as state -listed (endangered, threatened or special concern) species, native plant communities, Minnesota County Biological Survey Sites of Biodiversity Significance, and other sensitive ecological resources on or within close proximity to the site. Provide the license agreement number (LA-789) and/or correspondence number (ERDB 20200177) from which the data were obtained and attach the Natural Heritage letter- from the DNR. Indicate ifany additional habitat or species survey work has been conducted within the site and describe the results. A Natural Heritage Information System (NHIS) database search (LA-789) did not show any state - listed rare features within the project site or nearby. An official NHIS request was also sent to the DNR, who determined that the project would not negatively affect any known occurrences of rare features (Appendix B). According to the Fish and Wildlife Service's Information for Planning and Consultation tool (IPaC), the northern long-eared bat (Myotis septentrionalis) is a federally threatened species that may be found in Scott County. The site has limited to no habitat available for this species. Tree removal will consist of 15-18 trees along the southwest side of the site adjacent to 2530-2590 Queen Drive. The project proposer will be required to incorporate these removals into their tree management and landscaping plan to be approved by the City. According to the DNR hibernacula/roost site map, the project is not listed within a township of concern. A known roost site is located in the township to the west, but this project will not affect that area. No other federally listed species are located within the project location's county. c. Discuss how the identified fish, wildlife, plant communities, rare features and ecosystems may be affected by the project. Include a discussion on introduction and spread of invasive species from the project construction and operation. Separately discuss effects to know threatened and endangered species. The existing conditions at the site are cropland with limited and unsuitable natural habitats for fish, wildlife, plant communities, and rare features. Agricultural landcover, such as plowed open space or crop thatch, may be used as a landing area for birds such as geese or sandhill cranes, or by other species typical of an agricultural area such as deer, coyotes, raccoons, squirrels, etc., but these types of wildlife species are generally well adapted to agricultural, disturbed, and suburban environments outside of preferred natural habitats. This project will involve grading and excavation within the project site, construction of internal roads, and development of residential lots, townhomes, and apartments. The development of this site will not impact any existing natural resources that benefit wildlife. After development of the site is complete, it is likely that the site will no longer be used as a landing area for geese and cranes, if currently used. Other species well adapted to suburban environments may still be found at the site post -construction. Given that the existing conditions are page 18 Page 32 of 316 unsuitable wildlife habitat, no effects to fish, wildlife, plant communities, or rare features are expected. Invasive species may occur within or near the edges of the site due to the frequent soil disturbance from agricultural activities. No site -specific information regarding the presence of invasive species has been collected. The US Department of Agriculture National Invasive Species Information Center, Minnesota Department of Agriculture (MDA), and the DNR provide information regarding BMPs to prevent the spread of noxious weeds and invasive species. Appropriate actions such as cleaning equipment, destroying existing invasive species, and limiting soil disturbance in areas of known invasive species will limit the spread and contamination of other areas of the project site. If necessary, spraying invasive species with an herbicide may be necessary for control, especially in locations of soil grading and stockpiling between project phases. d. Identify measures that will be taken to avoid, minimize, or mitigate adverse effects to fish, wildlife, plant communities, and sensitive ecological resources. Development will convert agricultural land to residential housing and will not have adverse effects to fish, wildlife, plant communities or sensitive ecological resources. While there are not high -quality plant or wildlife resources, some impact to wildlife resources could be anticipated from the conversion of open space to housing. BMPs, active management, and project phasing will be used to prevent the spread of any possible invasive species onsite. 14. Historic properties: Describe any historic structures, archeological sites, and/or traditional cultural properties on or in close proximity to the site. Include: 1) historic designations, 2) known artifact areas, and 3) architectural features. Attach letter received from the State Historic Preservation Office (SHPO). Discuss any anticipated effects to historic properties during project construction and operation. Identifj) measures that will be taken to avoid, minimize, or mitigate adverse effects to historic properties. A database search request was sent to the State Historic Preservation Office (SHPO) on October 21, 2019 for any known listings of historical properties or archaeological sites within the project area (Appendix B). The response from SHPO dated October 22, 2019 indicated that there are no listings within the project area. 15. Visual: Describe any scenic views or vistas on or near the project site. Describe any project related visual effects such as vapor plumes or glare from intense lights. Discuss the potential visual effects from the project. Identify any measures to avoid, minimize, or mitigate visual effects. There are no scenic views or vistas on or near the project site. The site is located within relatively flat terrain and is located in a highly developed suburban area. The development will be similar to other developments in the area and will not generate vapor plumes or intense lights when complete. Therefore, no visual impacts are anticipated. 16. Air: a. Stationary source emissions -Describe the type, sources, quantities and compositions of any emissions from stationary sources such as boilers or exhaust stacks. Include any hazardous air page 19 Page 33 of 316 pollutants, criteria pollutants, and any greenhouse gases. Discuss effects to air quality including any sensitive receptors, human health or applicable regulatory criteria. Include a discussion of any methods used assess the project's effect on air quality and the results of that assessment. Identify pollution control equipment and other measures that will be taken to avoid, minimize, or mitigate adverse effects from stationary source emissions. No stationary source of emissions is anticipated with the development of this area. b. Vehicle emissions -Describe the effect of the project's traffic generation on air emissions. Discuss the project's vehicle -related emissions effect on air quality. Identify measures (e.g. traffic operational improvements, diesel idling minimization plan) that will be taken to minimize or mitigate vehicle -related emissions. The EPA has identified a group of 93 compounds emitted from mobile sources that are listed in their Integrated Risk Information System (IRIS). In addition, the EPA identified seven compounds with significant contributions from mobile sources that are among the national and regional -scale cancer risk drivers. These are acrolein, benzene, 1, 3-butadiene, diesel particulate matter, plus diesel exhaust organic gases (diesel PM), formaldehyde, naphthalene, and polycyclic organic matter. While Federal Highway Administration (FHWA) considers these the priority mobile source air toxics, the list is subject to change and may be adjusted in consideration of future EPA rules. EPA rule requires controls that will dramatically decrease Mobile Source Air Toxin (MSAT) emissions through cleaner fuels and cleaner engines. For this EAW, the amount of MSAT emitted would be proportional to the average daily traffic (ADT). The ADT estimated for the proposed site development is higher than that for the no build condition, because the project involves new development that produces additional trips. This increase in ADT means MSAT under the build scenarios would probably be higher than the no build condition in the project area. There could also be localized differences in MSAT from indirect effects of the project such as associated access traffic, emissions of evaporative MSAT (e.g., benzene) from parked cars, and emissions of diesel particulate matter from delivery trucks. Travel to other destinations would be reduced with subsequent decreases in emissions at those locations. For the proposed site development, emissions are virtually certain to be lower than present levels in the design year as a result of EPA's national control programs that are projected to reduce annual MSAT emissions by 72 percent from 1999 to 2050, as shown in the following graph. The magnitude of the EPA -projected reductions is so great (even after accounting for ADT growth) that MSAT emissions in the project area are likely to be lower in the future than they are today. page 20 Page 34 of 316 NATIONAL MSAT EMISSION TRENDS 1999 - 2050 FOR VEHICLES OPERATING ON ROADWAYS USING EPA's MOBILE6.2 MODEL 150000 7 4,V - G • —5 1no w° 0 0 2000 41. or 6VVgV1V"" 11VIVV. or — 3 — 2 _1 2010 2020 2030 Cal end a r Tear 20 2050 VMT (tril li orr yr) Note: (1) Annual emissions of polycyclic organic matter are projected to be 561 tons/yr for 1999, decreasing to 373 tons/yr for 2050. (2) Trends for specific locations may be different, depending on locally derived information representing vehicle -miles travelled, vehicle speeds, vehicle mix, fuels, emission control programs, meteorology, and other factors Source: U.S. Environmental Protection Agency. MOBILE6.2 Model run 20 August 2009. The U.S. Environmental Protection Agency (EPA) has designated all of Hennepin, Ramsey, Anoka, and portions of Carver, Scott, Dakota, Washington, and Wright Counties as a maintenance area for carbon monoxide. The EAW project area is in Scott County in the City of Shakopee which is in this carbon monoxide maintenance area. In summary, it is expected there will be slightly higher MSAT emissions in the project area with the project relative to the no build condition due to increased ADT. There also could be increases in MSAT levels in a few localized areas where ADT increases. However, the EPA's vehicle and fuel regulations will bring about lower MSAT levels in the future when compared to today. c. Dust and odors -Describe sources, characteristics, duration, quantities, and intensity of dust and odors generated during project construction and operation. (Fugitive dust may be discussed under item 16a). Discuss the effect of dust and odors in the vicinity of the project including nearby sensitive receptors and quality of life. Identify measures that will be taken to minimize or mitigate the effects of dust and odors. During construction, particulate emissions will temporarily increase due to generation of fugitive dust. The nearest and most sensitive receptors to the construction activity are the residential page 21 Page 35 of 316 properties that immediately surround the property. Construction dust control is required to be in conformance with City ordinances and the NPDES Construction Stormwater permit. The construction and operation of the proposed site development is not anticipated to involve processes that would generate odors. 17. Noise Describe sources, characteristics, duration, quantities, and intensity of noise generated during project construction and operation. Discuss the effect of noise in the vicinity of the project including 1) existing noise levels/sources in the area, 2) nearby sensitive receptors, 3) conformance to state noise standards, and 4) quality of life. Identify measures that will be taken to minimize or mitigate the effects of noise. Construction noise levels and types typical of construction equipment will occur because of this project. Construction noise will be limited to daytime hours consistent with the City's construction and noise ordinances. Construction equipment will be fitted with mufflers that will be maintained throughout the construction process. Table 10 below summarizes the peak noise levels of common types of construction equipment. Table 10: Typical Roadway Construction Equipment Noise Levels at 50 Feet. E ui ment Type q p yp Manufacturers Sampled Total Number of Models in Sample Peak Noise Level Range Average Backhoe 5 6 74-92 83 Front Loader 5 30 75-96 85 Dozer 8 41 65-95 85 Grader 3 15 72-92 84 Scraper 2 27 76-98 87 Pile Driver N/A N/A 95-105 101 Source: United States Environmental Protection Agency and Federal Highway Administration 18. Transportation a. Describe traffic -related aspects of project construction and operation. Include: 1) existing and proposed additional parking spaces, 2) estimated total average daily traffic generated, 3) estimated maximum peak hour traffic generated and time of occurrence, 4) indicate source of trip generation rates used in the estimates, and 5) availability of transit and/or other alternative transportation modes. No parking spaces exist currently at the project site. Parking demand for the single-family homes will include on -street parking and parking in the driveways and garages. The townhomes have 46 additional parking spots available for guests in addition to a two -car garage and allowance for two cars to park in the driveway. Parking for the apartment building is anticipated to be between 1.5-1.7 parking spots per unit. The final number of parking spaces will be determined upon final design. A traffic study was completed for this project and is included in Appendix C. The current development proposal consists of a total of 590 residential units; which includes 222-units of single- family housing, 68-units of townhomes, and a 300-unit apartment building. Several existing access locations are provided to the single-family and townhome components. Two full -access locations along CR 16 are planned for the apartment building. page 22 Page 36 of 316 Traffic forecasts were developed for the study area to help determine short- and long-term transportation infrastructure needs within the study area. The forecasts were developed using a combination of general area historical growth trends, trip generation estimates based on the proposed development and data within the Scott County Regional Travel Demand Model. The proposed development is expected to generate approximately 303 a.m. peak hour, 389 p.m. peak hour, and 4,226 daily site trips. Additional development may occur east of the Summerland development, which may account for more daily trips, especially retail and non -retail trips. Park and Ride stations are located east of the project site, near the intersection of Eagle Creek Boulevard and CSAH 21 as well as west of the project near the intersection of 17th Avenue and Marschall Road. Both provide alternative transportation modes for the area. b. Discuss the effect on traffic congestion on affected roads and describe any traffic improvements necessary. The analysis must discuss the project's impact on the regional transportation system. If the peak hour traffic generated exceeds 250 vehicles or the total daily trips exceeds 2,500, a traffic impact study must be prepared as part of the EAW. Use the format and procedures described in the Minnesota Department of Transportation's Access Management Manual, Chapter 5 (available at: http://www.dot.state.mn.us/accessmanagement/resources.htinl) or a similar local guidance, Results of the year 2025 no build condition intersection capacity analysis indicates that the lane utilization and queuing issues identified under existing conditions is expected to degrade. The CR 83/Eagle Creek Blvd intersection is expected to operate at a LOS E, and northbound queues from the intersection are expected to impact operations at the CR 83/CR 16 intersection. Results of the year 2025 build condition intersection capacity analysis indicate that operational issues identified under the year 2025 no build condition are expected to degrade as development occurs. In addition to the issues identified under the year 2025 no build condition, the northbound left -turn movement at the CR 16/Independence Drive intersection is expected to operate near the LOS E/LOS F range during the p.m. peak hour. Potential mitigation measures are discussed below and are further outlined in the traffic study (Appendix C). c. Identify measures that will be taken to minimize or mitigate project related transportation effects. To address the future capacity and/or queuing issues identified, the following improvements are recommended: 1) CR 83/Eagle Creek Boulevard Intersection a. Construct an advanced turn -lane from the US 169 South Ramp intersection through the CR 83/Eagle Creek Boulevard intersection. The advanced turn -lane is provided by extending the inside northbound right -turn lane at the US 169 South Ramp intersection to Eagle Creek Boulevard and constructing an additional northbound thru lane at Eagle Creek Boulevard that feeds into the extended northbound right -turn lane. Note that this improvement was previously identified in the Canterbury Commons Areawide Transportation Assessment. page 23 Page 37 of 316 This improvement will be assumed to be completed under the year 2040 intersection capacity analysis. 2) CR 16/Independence Drive a. Monitor the CR 16/Independence Drive intersection to determine if/when a traffic signal should be considered. 19. Cumulative potential effects: (Preparers can leave this item blank if cumulative potential effects are addressed under the applicable EAW Items) a. Describe the geographic scales and timeframes of the project related environmental effects that could combine with other environmental effects resulting in cumulative potential effects. Development of Summergate is expected to begin in 2020. The only other development project currently in planning for the surrounding area, Shakopee Gravel as described below, is not expected to begin prior to development of the Summergate development. Given the separate timeframes and current condition of the Shakopee Gravel site, it's not expected that the projects would combine to cause cumulative potential effects. b. Describe any reasonably foreseeable future projects (for which a basis of expectation has been laid) that may interact with environmental effects of the proposed project within the geographic scales and timeframes identified above. The City is reviewing a mixed -use concept plan for the Shakopee Gravel site which is located to the southeast of the site across 17th Avenue. The concept plan for this site includes 338 single family and townhome lots as well as one smaller commercial site and two larger industrial buildings. This project will require an EAW if they proceed beyond the PUD concept review. Given the land uses surrounding the Summergate site and the current condition of the Shakopee Gravel site, the proposed mixed -use development at Shakopee Gravel is not anticipated to cause cumulative environmental effects in combination with the proposed Summergate Development. A variety of projects are also continually reviewed near the Canterbury Park area, but not in the immediate vicinity of the proposed development. c. Discuss the nature of the cumulative potential effects and summarize any other available information relevant to determining whether there is potential for significant environmental effects due to these cumulative effects. The project will not cause any known or reasonably expected cumulative potential effects. 20. Other potential environmental effects: If the project may cause any additional environmental effects not addressed by items 1 to 19, describe the effects here, discuss the how the environment will be affected, and identify measures that will be taken to minimize and mitigate these effects. The project will not cause any known or reasonably expected cumulative potential effects. page 24 Page 38 of 316 RGU CERTIFICATION. (The Environmental Quality Board will only accept SIGNED Environmental Assessment Worksheets for public notice in the EQB Monitor.) I hereby certify that: • The information contained in this document is accurate and complete to the best of my knowledge. • The EA W describes the complete project; there are no other projects, stages or components other than those described in this document, which are related to the project as connected actions or phased actions, as defined at Minnesota Rules, parts 4410.0200, subparts 9c and 60, respectively. • Copies of this EA W are being sent to the entire EQB distribution list. Signature Date Title Page 39 of 316 page 25 APPENDIX A — FIGURES Appendix Page 40 of 316 n uu t P'' K ,01, 49 4 00 0 G,S a skE ' ` F f u'. 0 0 co 0 unt act Date S "II 22 At 0,1 ott 2. 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0000000000000000000000040111111111111111111101 ,11.1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 101; 0011 01011: 1°1110°°°1°V1 11111111101111,01111111111011111111111111111111111111111111111111111111i1111111111111111111111111111 11011 11111111111111111111111111111°111111111111111111111111111111111111111111111111111111111111111111111110000000000mmo00000i00100000 00000001„,, 110100111 000 b 111111 II 011I 00000.111°101!01.1°1011.101.1011.1°010°.°°°010°1011.1.01010°°°°11°11°10°11.11.1010°010°010°010°010°00°101010°,10°°°°°°°°01°°°I 11111111111 111 1011011111111111110111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0001111111111111111111111111111111111111111111110, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111 111 0,11,,,,,,,010,01,i,,,loollooloollioololololo00.0011111111111111,1111111111111111111111111111111111ooloo 1111111111111 ,,0000l00000looloo 110„11,1„o„, si 11111111111111111.0 10,11 000000010111 1111 , 0000001 11111111111111111111111111111111111111 ( 111111 111111111111111 '111"111 11111111 1111111110.1,01.,1110 1010111111111111111111 APPENDIX B — AGENCY CORRESPONDENCE Appendix Page 54 of 316 DE A•TMENT OF '10 NATURAL R SOURCES Minnesota Department of Natural Resources Divisio of Ecological & Water Resources SOO Lafayette Road, Box 25 St. Paul, MN 55155-4025 January 21, 2020 Correspondence # ERDB 20200177 Ms. Alison Harwood WSB & Associates, Inc. 540 Gateway Blvd Burnsville, MN 55337 RE: Natural Heritage Review of the proposed Sum e land Place, T115N R221/111 Sections 8, 9, 16, & 17; Scott County Dear Ms. Harwood, As requested, the above project has been reviewed for potential effects to known occurrences of rare features. Given the project details provided with the data request form,Ido not believe the proposed project will negatively affect any known occurrences of rare features. The Natural Heritage Information System (NH1S), a collection of databases that contains information about Minnesota's rare natural features, is maintained by the 'vision of Ecological and W. ter Resources, Department of Natural Resources. The NHIS is continually u • dated as new information becomes available, and is the most complete source of data o Minnesota's rare or otherwise significant species, native plant communities, and other natural features. However, the NHIS is not an exhaustive inventory and thus does not represent all of the occurrences of rare features within the state. Therefore, ecologically significant features for which we have no records may exist within the project area. If additional information becomes available regarding rare features in the vicinity of the project, further review may be necessary. For environmental review purposes, the results of this Natural Heritage Review are valid for one year; the results are only valid for the project location (noted above) and the project description provided on the NHIS Data Request Form. Please contact me if pr ject details change or for an updated review if construction has not occurred within one year. The Natural Heritage Review does not constitute review or approval by the Department of Natural Resources as a whole. Instead, it identifies issues regarding known occurrences of rare features and potential effects to these rare features. If needed, please contact your Di Ei Regjonal I nvironmenlol P6sessmenL Fc,olowq to determine whether there are other natural resource concerns associated with the proposed project. Please be aware that additional site assessments or review may be required. Page 55 of 316 Thank you for consulting us on this matter, and for your interest in preserving Minnesota's rare natural resources. Please include a copy of this letter in any state or local license or permit application. An invoice will be mailed to you under separate cover. Sincerely, Samantha ump Natural Heritage Review Specialist b?rnn US „c. Links: DR Regional Environmental Assessment Ecologist Contact Info http:/ www.dnristateimn.us eco ereview erp regioncontacts.html Page 2 of 2 Page 56 of 316 Roxy (Franta)Robertson From: M N_M N IT_Data Request SHPO < DataRequestSH PO@state.mn.us> Sent: Tuesday, October 22, 2019 2:12 PM To: Alison Harwood Subject: RE: SHPO Inquiry - Summergate Development Shakopee Hello Alison, Our database has no archaeologic or historic records for the given area. Jim y�lrt,, .. ,E ATE OF All*M1 NISTR AT I 71 A"1' E Ft1" RIC P IR "I 0 Ft CD F w„ : ,IE: SHPO Data Requests Minnesota State Historic Preservation Office 50 Sherburne Avenue, Suite 203 Saint Paul, MN 55155 (651) 201-3299 at re ............................................'.:....ii uestsh state. rnn. us ap Notice: This email message simply reports the results of the cultural resources database search you requested. The database search is only for previously known archaeological sites and historic properties. IN NO CASE DOES THIS DATABASE SEARCH OR EMAIL MESSAGE CONSTITUTE A PROJECT REVIEW UNDER STATE OR FEDERAL PRESERVATION LAWS — please see our website at hps://mn.gov/admin/shporotection/ for further information regarding our Environmental Review Process. Because the majority of archaeological sites in the state and many historic/architectural properties have not been recorded, important sites or properties may exist within the search area and may be affected by development projects within that area. Additional research, including field surveys, may be necessary to adequately assess the area's potential to contain historic properties or archaeological sites. Properties that are listed in the National Register of Historic Places (NRHP) or have been determined eligible for listing in the NRHP are indicated on the reports you have received, if any. The following codes may be on those reports: NR — National Register listed. The properties may be individually listed or may be within the boundaries of a National Register District. CEF — Considered Eligible Findings are made when a federal agency has recommended that a property is eligible for listing in the National Register and MN SHPO has accepted the recommendation for the purposes of the Environmental Review Process. These properties need to be further assessed before they are officially listed in the National Register. SEF — Staff eligible Findings are those properties the MN SHPO staff considers eligible for listing in the National Register, in circumstances other than the Environmental Review Process. DOE — Determination of Eligibility is made by the National Park Service and are those properties that are eligible for listing in the National Register, but have not been officially listed. CNEF — Considered Not Eligible Findings are made during the course of the Environmental Review Process. For the purposes of the review a property is considered not eligible for listing in the National Register. These properties may need to be reassessed for eligibility under additional or alternate contexts. Properties without NR, CEF, SEF, DOE, or CNEF designations in the reports may not have been evaluated and therefore no assumption to their eligibility can be made. Integrity and contexts change over time, therefore any eligibility determination made ten (10) or more years from the date of the current survey are considered out of date and the property will need to be reassessed. If you require a comprehensive assessment of a project's potential to impact archaeological sites or historic/architectural properties, you may need to hire a qualified archaeologist and/or historian. If you need assistance with a project review, please contact Kelly Gragg-Johnson, Environmental Review Specialist @ 651-201-3285 or by email at Ik „IIlly. ra iohnson state.mn.us. The Minnesota SHPO Archaeology and Historic/Architectural Survey Manuals can be found at https://mn,u ov/admin/sh o/identification-evalluation/. 1 Page 57 of 316 MN SHPO research hours are 8:30 AM — 4:00 PM Tuesday -Friday. PLEASE NOTE: We strongly encourage you to email datarernimus or call ahead at 651-201-3299 or 651-201-3287 to schedule the time you wish to visit our office. Starting Tuesday, September 24th, 2019, our building security protocol will change so that you will be required to check in at the building lobby security desk to receive a temporary pass to our office if you have scheduled your visit ahead of time. If you have not scheduled your visit ahead of time a SHPO staff member will have to escort you to and from our office which, of course, will be more inconvenient for everyone. Thank you. SHPO needs your input! Help create Minnesota's next statewide preservation plan by taking a brief survey. Planning a visit to access SHPO's files? Learn about security changes and how to arrange a visit. From: Alison Harwood <aharwood@wsbeng.com> Sent: Monday, October 21, 2019 2:12 PM To: MN_MNIT_Data Request SHPO <DataRequestSHPO@state.mn.us> Subject: SHPO Inquiry - Summergate Development Shakopee Good afternoon, Could you send me archeological and architectural inventory data for the attached project area? The project is located in Shakopee, Scott County the following sections: Section 8, 9, 16, 17, Township 115N, Range 22W Thank you! 11111 Is 1111 on lila oo c„)(„yri 11111111111 r e collo r oF1,1,1 orol..6„„„1 rooa 1111 111111(1„ers oloolro1OOOOO,'i0000lo117 1(111.(Ino) 6 11 11OOOOO? „„ :3E50 un '"1 6'12 (l'in) W S 11E3 ws be orlig „„ Isom "7"his erriall„ arid 4EIrly, traristrtittE),(1 11/1111 it„, is corificlordiell a/1cl 11!; ,s,c)16,13,11111' for th(,:,,? 1„„,f,se txf the acicirE)ssee„„ ye)1„1 tlist thE? i9,cictrE)ssE)e„ (3,rnail tioom 3,,t)i„„Ir si/sterri. t„„isE? (:).f. this 1„„irlirltE?thofed recii)iento ,stricti),,, irytorglit)iteci. 1/1/SEi Hi es nc)t tizkro errcnss (Drofl SZE31 ,E1S rest„„tit cyf (E)lec;troorlic tratisinhin,,,,,,,;,,,,,,,;,it)r?„„ veritirEitic,)ti is ni,!,,,,,,,,,N,71„„iirect, 17,Eiroti (3opjf. 2 Page 58 of 316 APPENDIX C — TRAFFIC STUDY Appendix Page 59 of 316 To: r SRF No. 13146.00 Steve Lillehaug, PE, PTOE, Public Works Director/City Engineer City of Shakopee From: Brent Clark, PE, Senior Engineer Matt Pacyna, PE, Principal Date: December 18, 2019 Subject: Summerland Place Development EAW Transportation Analysis r SRF has completed a traffic study for the proposed Summerland Place Development in the City of Shakopee. The development is generally bounded by Eagle Creek Boulevard/US 169 to the north, County Road 83 (CR 83) to the east, CR 16 to the south, and Balinese Street to the west (Figure 1: Project Location). The main objectives of the study are to evaluate the existing operations within the study area, identify any transportation impacts associated with the proposed development and transportation network changes, and recommend improvements to address any issues, if necessary. The following information provides the assumptions, analysis, and study recommendations offered for consideration. r r Development and transportation within the project area have been discussed and evaluated over the past few years. The following studies have been conducted since 2018 that have reviewed various intersections and/or roadway segments within the study area. 1) Canterbury Commons Areawide Transportation Assessment - July 2018 2) Canterbury Commons Areawide Transportation Assessment, Southwest Area Addendum - February 2019 The Canterbury Commons Areawide Transportation Assessment provided a comprehensive review of the area north of Mn Highway 169, as well as segments along CR 83 that overlap with the Summerland Place Development EAW Transportation Ana/ysis. The goal of the previous study was to understand how the overall transportation system is expected to function as area improvements and development (i.e. the Canterbury Commons development) occurs. The assessment evaluated year 2025 and 2040 conditions, and identified several improvements, most of which have been incorporated into the City of Shakopee and Scott County capital improvement plans. The Southwest Area Addendum was a refinement to the original Canterbury Commons Areawide Transportation Assessment due to updated land use assumptions in the southwest area of the proposed development. Thus, information from each of these studies was leveraged to aide in the development of the Summerland Place Development EAW Transportation Analysis. www.srfconsulting.com 1 Carlson Parkway North, Suite 150 I Minneapolis, MN 55447-4453 I 763.475.0010 Fax: 1.866.440.6364 An Equal Opportunity Employer Page 60 of 316 r if il s rlrJr1ftflof4l5-4„7,r i ,1 Dora% i)%' /// 1f2 CD U- // ' 7 il / 0 �o � / � /f��/ /o/ ;ii�, �// / , �/�of / Project Location 1,1 /hi'l iaja City of Shakopee, MN Page 61 of 316 Jpo.uo!Teoo1 Toafoad-1,00id\sa m6!d\ApnTSJ4eal\9i i,E 1,\000E L\spafoad\: H Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 3 IIIIII IIIIII IIIIII Existing conditions were reviewed to establish a baseline condition to compare and determine any future impacts. The evaluation of existing conditions includes various data collection efforts including traffic volumes, roadway characteristics, and an intersection capacity analysis, which are summarized in the following sections. urlifill 1 u iuo Weekday a.m. and p.m. peak period vehicular turning movement and pedestrian/bicyclist counts were collected at the following external study intersections on Wednesday, October 9, 2019: • Eagle Creek Boulevard/Tyrone Drive • County Road 16/Britany Drive • Eagle Creek Boulevard/County Road 83 • County Road 16/England Way • County Road 16/County Road 83 • County Road 16/Independence Drive • County Road 16/Sarazin Street • County Road 16/Philipp Drive In addition, short -duration (i.e. 15 minute) counts were collected at the following internal neighborhood study intersections the week of October 7, 2019 during typical weekday peak hour conditions (i.e. a Tuesday, Wednesday, or Thursday). These short -duration counts were modified to reflect peak hour volumes based on the peak hour turning movement counts at the external study intersections. • Downing Avenue/Sarazin Street • England Way/King Avenue (North) • Downing Avenue/Britany Drive • England Way/Kind Avenue (South) • Downing Avenue/Dublin Lane • Philipp Drive/Philipp Way • Britany Drive/Mockingbird Avenue • Tyrone Drive/Sharon Parkway (North) • Dublin Lane/Dublin Trail • Tyrone Drive/Sharon Parkway (South) Note that average daily traffic volumes within the area were provided by MnDOT and/or estimated based on the data collected as part of this study. A field assessment was completed to identify various roadway characteristics within the transportation system study area, such as functional classification, general configuration, and posted speed limits. A summary of these roadway characteristics is shown in Table 1. In addition to the general roadway characteristics, there are varying types of traffic controls within the transportation system study area. The CR 83/Eagle Creek Blvd, CR 83/CR 16, and CR 16/Sarazin Street intersections are signalized, while the remaining study intersections are either unsignalized with side -street stop control or uncontrolled. Existing geometrics, traffic controls, and volumes are shown in Figure 2A and 2B. Figure 2A represents the external study intersections, while Figure 2B represents the internal neighborhood study intersections. Page 62 of 316 1 fit llflfll f 111r11f�1' / c-A))i4 (sI,) sa (Z) 4 (Sl) LZ 00 M 71- O N CO O 8L N 14 U 00 N H M N I, co cc U 00 �. 7r co 0t co a) co co co Zl 9 4td 68 °°oQ CO-M u M M 0) ti M 01 (14) 61, ♦♦ (�) Z Ill r (9Z) oo , cr, co 00 0 cc co 00 O 10 10 10 M N LC ` 9l *4L 4-8E Q5 9Z 4)tt LO 9L N 0 M ' O c�') ; 0 co ��'rrrrr , , i 1,1� f„ 1 Jpo.suopasaaTuI IeUJ3Tx2 - suo!TipuoO 6U!1!S!x2—VZ06id\saan6!d\/ pnTsJ4ea_ "Cr,f ARO �rrroii „i� r i r ���� r rr r i r rrrrr r rr � r / f i oc, o // S (0Z) S6 �OZ) S (S) Am p LC) 0 10 o1. (os) 4_ 9Z (S6) 9 (0) S (0£) 9 (96) 94 (Ob) I n A Jpo'suopasaa}uI - suo!TipuoO 6U!1!S!x2-8Z06id\saan6id\/ pnTsjjea_ Summerland Place Development EAW Transportation Analysis III Illlfll: nni, , Illlh, t onis ° December 18, 2019 Page 6 IIII► ) IIII""'d iiiir>In, r;, liiii n ill (ill �nni nni r , nni nn��n, on, or ill Cr nnfnnatn..; nitl nn,nnmm� 1 In i Illlf IIIII pp�� III 1 Ct y If o { d ..... ....... A Minor Inrte nrni aI Ill ....... i III......,, nr � e III,) nivni ed „, P I a� ,ter III ,::. Creek III,,,,,, uu� Ill v nrd , , III Ill . nr 4 III,,,,,,,, a nn e „�I nrnn ni v i d AI 5 0/ 3 5 ( . .) C 9yu�. nrIty Road I.....6 IIMinnonr Anr nrialII III.........anne III,,,,,)ivi e /40/2 1 nr z ni nn Street eca III Ill,,,, a ,r 3......III,.......a nn e 30 III rd ee rc e rce Drive Collector Iect r IIrc U �d m vm cer �rw,/2.5 (3) 1) Speed IIIlirnIit change occurs at y gas station .ruIIIIII ccess, with a (posed speed (Alin ilid:. of 35 mph east of the access (2) Speed Illiimilt change occurs at thellIndependence If;;; rlivey with a posted ec speed IIIlimlit of 45 mph east o IIIinc eIIIenondence If..:)nrlive (3) 3c Ihoo III Zones are present throughout the co r rli c o r a n d have a speed III li m Ii IL of 25 mph III when c Ih li III c re n are present„ (4) Al( other study roadways are (Hors(( 2....IIIanrne u✓unrnc:dlivlided roadways with a speed IIIlimlit of 30 mph IIIII.,e (IIIII IIIIIl� IIIIIII(IIIII An intersection capacity analysis was conducted to determine how traffic is currently operating at the study intersections during typical weekday a.m. and p.m. peak hour conditions. All intersections were analyzed using Synchro/SimTraffic software. Capacity analysis results identify a Level of Service (LOS) which indicates how well an intersection is operating. Intersections are graded from LOS A through LOS F. The LOS results are based on average delay per vehicle results from SimTraffic, which correspond to the delay threshold values shown in Table 2. LOS A indicates the best traffic operation and LOS F indicates an intersection where demand exceeds capacity. Overall intersection LOS A through D is generally considered acceptable by drivers in the Twin Cities Metropolitan Area. "'rIIIII„„ IIIII�,�° nnrliiii°IIIII liiiiz U,JV► nn1: nnrm�JIIII liiiirc, IIIII nnr nnr r°liiii nnrm� III ; IIIII: iiiii, l nn m l �l:nv on liiii on IIIIIliiii2: IIIII lit or nin i1ni � � ,,, �� ; ai �" r ` n� �� � ��� �w �,bd �� �; �,. ����� �,., � n� r ; , , ,. � � �1, lrr.;, � // rn r r nnr� IIIII: rIIIII %I r, IIh nni IrvIIIII r. ,,r rir nn �l ,.) nn� liiii n Iliiii � IIII n � �� �, f„ < n� � ��� �M % � r, nnr� IIIII: r IIIII .r �1 IIIII nn� nrr ° liiii >'!nn�n� �� � � . ����� �,., � , n� �, �,- , , ,. �" � 8 r r, Illl�mn nni .,n IIIII . !r .�, nn A 1..... • ..... I1 III,,,, � .1.... 1 20 � .1..... , ...... 1....5 C •; ...... 35 .1.....5 ...... 25 ID 55 35 III 55 ...... I > 35 5 I III 1, > 511 For side -street stop -controlled intersections, special emphasis is given to providing an estimate for the level of service of the side -street approach. Traffic operations at an unsignalized intersection with side - street stop control can be described in two ways. First, consideration is given to the overall intersection level of service. This takes into account the total number of vehicles entering the intersection and the capability of the intersection to support these volumes. Page 65 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 7 Second, it is important to consider the delay on the minor approach. Since the mainline does not have to stop, the majority of delay is attributed to the side -street approaches. It is typical of intersections with higher mainline traffic volumes to experience high -levels of delay (poor levels of service) on the side -street approaches, but an acceptable overall intersection level of service during peak hour conditions. Results of the existing intersection capacity analysis, shown in Table 3, indicate that all study intersections currently operate at an acceptable overall LOS D or better during the weekday a.m. and p.m. peak hours. IIIIIIIIIIIIII'IIIIII lllll�llli.u°uunI 1r°or1 acity An illy. is lint ,;,,,,; or , l ,c;,Il liiii ,lair IIII IIIII IIII IIII IIIII IIIII°IIIIII I u w for IIIIII IIII III III 1111 ;;1, ,IIIII IIIII°IIIIII o uu a for IIIIIIIIII O Till IIIII y IIIII °IIIII y Extern sections ���� M,., ������� IIa IIII e Creek Ilk IBe uuu III ev,« urd/Tyr, lire e IDrive ( A//1 ,,,,,,,,, l .sec. A/A ,,,,,,,, �' sec. m,,,. � CIII 33/IIIagIIIIe Creek Boulevard Dean I........aIlke Blvdw D �, ecllll sec. ��,. ,,,, C III,,,, 83/( III,,,, 1.....6 ID „ s. � ecllll C � s m� � � cull ,,,, ,,,,,, Cr"? 1.... /3aur. L ziin� street, A ,,,,,,,,, , ,1 sec. Ilf,,,� ,,,,, ,,,, ,,,, IIII , �� ���,��.� CR 1,,,,6/ II;� or irmy ID rive (10A/A 6 sec. A/A ,1 s IIII CR I.... 6/ ID uu III III lii lire I....,,,,a lire el (1...� ,,,, A/A 9 sec. A/A 9 sec. CR I.... / Il , n III lire d Way (1...) A/A 6 s 1. A/A 9 sec. CR '.....6/lion eIpeurndeurnce Drive 00ps ,,,, A/Asec. C IIII 7 ,,, ,,,,�� ,,,, .....5 sec. CR 1... / IPlhliIII IIp p ID rlvc (1) A/A 5 sec. A/A cllll Into INigbrho►od t;io 1Downing AveIlnu'""'° .SaIIrazIIIIni c tIlre, It A/A sec. A/A ' s° IcIIII Downing Ave n uuu III, rfta urny IDrive ve (.... a A/A 4 sec. A/A 6 sect. ,,,, �• Downing Avenue uuu e Dublin Ib III lii n III,, ,,,,,, �' un e (...> ,,,, c IIII A/A sec. III,,,, IlrIIIt Iny IIDIlrIllve/IIIocIlkIIIIlnigIbIIIIrd Av , Inuue (1...) A/A 4 sec. sec. ,,,,,,, III,,, uuu III III lii n III......,,a urns e/ III,,,, uuu Ilb III lii urn rura� lii III (�.) A/A - sec. A/A c IIII ,,,,,A/A ,,,, y/IIIIliin Ave/Queen Avenue (North)(2) sec IIII A/A ,,,, ,, ,,,,,,� ,,,,,,� ,,,,,� ,,,,,, Il ,nglllaurnd W y/Illyliiung Ave/Queen Avenue, (3ouutlh (2)5 A/A ecllll A/A 4 sec Ill IIII lii III lii III IIp Ilf;; rliive/ IPIh lii III lii III III Way (2) A/A m ecllll A/A 2 sect. 'Tyrone Drive/Sharon Parkway (North) (2) A/A 3 sec. A/A 3sec 'Tyrone III,,, lirliive/31h alira n III,,,,. lirllkwll y (South) (2 A/A 4 �c� sec. A/A �I : cull Isec. �„ ., �, �, �..." .....r '� an �, �„ �. ^ .... ...... �, r ......... r .....:a °•' ^ "... C: ..::a... .... �• ...... ......... stop ,� r ... r ...... �" ...... the .....r r �-. �, � shown .... ...... the worst ..........T".•" r ....:'.h ......... �'Q....) IIIn ncbiic,an.es n.an sign nallliize iin n�en sectbn n wn l.lh �. tle stn eet stoIp c,on nV.ii oIIIy where he oven aIIIIII II,,,,,,, J. nF, �oIIIIIIowec by the won st sde st eet approach Il,,,,,,,c 31 1F1he doIllay shown represents the worst slide -street approach doday. (2) IIInndlicate 5 an annc,onntroIIIlied linntonrsect.,uonnI. Page 66 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 8 The following information summarizes the operational and/or queuing issues identified as part of the existing intersection capacity analysis: • During the a.m. peak hour at the CR 83/Eagle Creek Boulevard intersection, there is heavy northbound thru and eastbound left -turn movements that are destined eastbound on US 169. Due to the short distance along CR 83 between Eagle Creek/Deans Lake Boulevard and US 169 (approximately 750 feet), many vehicles (approximately 70 percent) will begin positioning themselves in the outside lane to access the northbound right -turn lane at the CR 83/US 169 intersection. This results in a 95th percentile queue of approximately 300 feet for the eastbound left -turn movement, and a northbound thru queue that extends to the CR 83/CR 16 intersection one or two times during the a.m. peak hour. o In order to avoid these queues, approximately 35 vehicles were observed positioning themselves in the inner travel lane and make a late aggressive merge into the northbound right - turn lane at the CR 83/US 169 South Ramp intersection. o This issue was previously identified in the Canterbury CommonsAreawide Transportation Assessment. There are no other existing significant transportation issues within the study area from an intersection capacity perspective. III IIIIII ,f IIIIII"1 III The proposed development is generally bounded by Eagle Creek Boulevard/US 169 to the north, CR 83 to the east, CR 16 to the south, and Balinese Street to the west. The proposed development consists of a total of 590 residential units; which includes 222-units of single-family housing, 68-units of townhomes, and a 300-unit apartment building. A preliminary site plan for the proposed development is illustrated in Figure 3, which was used as the basis for the traffic analysis. Several access locations are provided to the single-family and townhome components of the development, including Tyrone Drive, Philipp Drive, England Way, and Downing Avenue. Two full access locations along CR 16 are planned for the apartment building. The development is anticipated to be constructed in phases, with full build out anticipated by the end of year 2024. Traffic forecasts were developed for the study area to help determine short- and long-term transportation infrastructure needs within the study area. The forecasts were developed using a combination of general area historical growth trends, trip generation estimates based on the proposed development, and data within the Scott County Regional Travel Demand Model. The following sections outline the proposed development within the study area, as well as overall traffic forecast development process and assumptions. Page 67 of 316 rt 'yr( N llf� fl�� f�t71'�G�i /101 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII pp rEmm rdIIIIII uiuiiii %% 71/ if 1 %/�ii Aft 01 41// 11(), ,//46 ��a/ i oiro l �,iy k r* , �, i�9/I I�'nYle I I I � �uull� o�PdkiiRi'iv%�1ya� (1/7 ' ' ,, /, i , J ,, 0 '' if,1 { i b 4:1;?//i U �� IIIIIIIIIIIII I r ,,. ��iIIMiWI�V�luum cri �IliIIIIII�IuIIIIIIIIII�I DIY%�I iViu�� tve 4 YNII „ e i f co 0 C/) Ca 0 Co 0 0_ LLJ N _O TD U co CL a) City of Shakopee, MN Page 68 of 316 JP3'uald a1!S E00id\saan6!d\/PnTSJ4aal\9171,E1,\000EL\spafoad\:H Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 10 � °; o�"/� �r r IIIII�°IIIIII °rDN` Illllii;°IIIII"° u,,,"'i.IIIIII,, Illllrmlli � ��� Illll�Illllii° To account for traffic impacts associated with the proposed development, a trip generation estimate was developed for the a.m. and p.m. peak hours and a daily basis. These estimates, shown in Table 4, were developed using the ITE Trip Generation Manual, 10th Edition. Note that no multi -use or pass -by reductions were applied due to the type of land use planned within the proposed development, which is solely residential. '. Ilulllll� IIIIIIII� 11, IIIII.ii),,,,.w n IIII 11, Illlin,,,, Ionr 1""liroriop on ;` or Illf lllllii,� ° iiii uu�u Ilin on, si r IT t op TE ' f ,, e oorz IIII" o IIIII°gyp IIIII Flour r IIIII° ,110 IIIII° Illlo I11I, u u IIIIII IIIII ill„bd6/Trips IIIII IIII , ur IIIII Iln S/ uur Singie,,,,,,,IF; urunu i Illy uuu sing (21.0) 2 DU 41 1,,,,, , ,,,,, ' 81. ,96 �2 r lll,,,,,,,,,cw,,,,,,uruisc III ul,,u �,ul,,,,,,r urn III � �C� II,,,�� UI IIM id -or ise i.l IIItOi,,,,,, r, urn III IIIy (2 21) 300 DU ,,,,,1,632 "u 't IIII `. w �,,,.,�I IIII ry Trips�f �' m���������� � ���� ���� 4 14 4,22 Results of the trip generation estimate indicate that the proposed development is expected to generate approximately 303 a.m. peak hour, 389 p.m. peak hour, and 4,226 daily trips. The trips generated were distributed throughout the area based on the directional distribution shown in Figure 4, which was developed based on information provided by the Scott County Regional Demand model, existing travel patterns, and engineering judgement. en. ICI dorri"; Illll i' In addition to the proposed development, there are known adjacent developments planned in the area. The Canterbury Commons development, which is currently under construction, is generally bounded by CR 83 to the east, 12th Avenue/Vierling Drive/Eagle Creek Boulevard to south, existing development to the west, and Barenscheer Boulevard to the north. The project consists of residential, office, retail, hotel, and entertainment. The development is further outlined in the Canterbury Commons Areawide Transportation Assessment and the Canterbury Commons Areawide Transportation Assessment: SW Area Addendum. For the purpose of this study, the Canterbury Commons development was assumed to be fully completed by 2025. Therefore, trip generation/routing estimates for the adjacent development from the previous studies was utilized. 'fin an. IIIIII° man I I IIIII I The Scott Count' Regional Travel Demand Model was reviewed to understand how the proposed development land use compares to previous socio-economic (i.e. employment and households) assumptions within the area, as well as to identify general background growth within the study area. The following information provides an overview of the model review process. Page 69 of 316 111 It // rf i„//f 7frg: /7/ / O O SD sp (J) (/) 0 0 L L O O 2 = co co CD cp O Q / o / / l /��a / / /,//�4f a) L 1.17 Directional Distribution City of Shakopee, MN Page 70 of 316 uogngia}sia IeuoiToaaia—i700!d\saan6!d\/(pnTSJ4eal\9i i,E 1,\000E L\spafoad\: H Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 12 First, a review of the employment and household data within the regional model's traffic analysis zone (TAZ) 45 and 46 was completed. The two TAZ's encompass the entire proposed development area along with additional area, as illustrated below. The regional model assumes the base (i.e. year 2014) level of trip generation within TAZ 45 and 46 to be approximately 1,620 daily trips, with a future year 2040 trip generation of approximately 10,860 daily trips. Thus, the expected growth within TAZ 45 and 46 was estimated to be approximately 9,240 daily trips in the regional model. Comparing the trip generation identified earlier in this analysis, the proposed development is expected to generate approximately 4,226 daily trips, which is slightly less than half of the daily trips previously assumed within the regional model. A breakdown of the number of daily trips by trip type for the socio-economic data trip growth (year 2040 minus existing) and the proposed development is shown in Table 5. Additional development may occur east of the Summerland development, which may account for more daily trips, especially retail and non -retail trips. However, the Summerland development is considered within guidance based on the regional travel demand model. Trips Conn IIII or! on "iiiiriiiii p ryilp (, IIIII )ail* Foriiiii op Gor`f!' iuwth suilli onn o or! a ,i on ID 'I, 'v'!', lopl mount lD, ii Hy y "iiiiriiiii p .' III ,,,,,,,,Iouse hold 4,22 ,,,,,,,,,,,,,,,, III ,,,,, ,(* to 1111 2, 0 0 Non, III ::ole a 1111 225 0 rot , 4 4,22 Second, the socio-economic data from TAZ 45 and 46 was removed from the regional model, along with TAZ 60 (Canterbury) and TAZ 52 (Amazon) to understand the general background growth expected on area roadways on an annual basis. This approach identified that traffic volume growth on area roadway is expected to range from one-half (0.5) percent to two (2) percent annually. Therefore, for purposes of this assessment, a two (2) percent annual background growth rate was applied to the existing peak hour volumes to develop year 2025 no build traffic volumes. To develop year 2040 no build traffic volumes, a one-half (0.5) percent annual background growth rate was applied to the year 2025 no build traffic volumes. This approach is consistent with the growth rate assumed for the Canterbury Commons Areawide Transportation Assessment. "1"ifiraffiiiiiic s ''''''''u 1111111 IIIIIT11 Illlry Based on the traffic forecast approach described within this assessment, peak hour traffic volumes were developed for both year 2025 and year 2040 no build and build conditions, which are illustrated in Figures 5A thru 8B. The no build conditions include general background growth and known adjacent developments. The build conditions include the traffic volumes generated under no build conditions, as well as trips generated by the proposed development. Page 71 of 316 ��'rrrrr • 1Jf�1f /f, J J" / J / , , /1414,74 4,1 96 0£ O CO LO LO oC LO N 5 *4'1�-► LO r` LO co ,r c) N 0l *-14yrh 5l 14 (9) 0 l- 41 (5£)917 N001 LO cc U O c LO CO E 0 CO 0 LO O L0 Lf) *div1Lrb (9 ) 5Z (9) 5 *-) r (0£) 09 N o u LC) + 91 0 Co- o crc LO C O U CD CD CD N M 0 CD Of o< Q5 441, ,, 1 1,l � / ?it.„ „ADA,/ t„1 (oy) sz (09) os �► (06) 06 t f� U 4.) 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Am p 4_0c(0[1.) 01.(0) 0 0 LC) 0 0 0 4 S (0£) 9 (OZ) 94 (9b) A Jpa'suoiTaasjeTu! !euaaw! - suo!}!puoo p!!n8 9303 Jee) 8906id\saan6!d\ApnTsJ4ea_ 17 l � l f l rrr rr f f�/l 1l ffff i ;,sir, ,rr AL0I.; �017 and tt aY < o� oc 4_ 5 +91 0 9 tt" 0 o u N 0 o ( co r` 1 4) Art oL 0 LO r / , � 1 // p 1J/ 1 I / N� IIII Jpo.suo!TaasJewi !euaaix3 - suompuoO Pre ON Oi7OZ aee/ `dLO6id\saan6!d\ApnTsJ4ea_ rhAr i r /rr, r� ii�� � r / f ARO i // S (SZ) S6 �SZ) 01.(01.) /gym p 4_0c(,[1.) 01.(0) O o L() 0 0 0 S (S£) 4_, (OZ) 94 (OS) o u O LC) N I n A Jpo.suogoasJe u! imamu! - suoMpuoO Pre oN 01703 aeei 8L06id\saan6!d\ApnTsJ4ea_ ,fig ,,11 ii J �Ifrr'r(fffl Jl ,,,111i11 / ,r�ff�� rr i i ,1 f i r I A 41r1F:X5/1j rrw; r =1;4'1 zi iv/di/4 rer4 et // / 1))4 _ DO JAI AL 91; �017 and tt co i Cr—) < 5c 4_ r O < o Co- c 7 tt" 0 o u N CO O LC) C Co co Co S£ 0< Ot 4) Art O O Ch N i • Co O ti CO ,�rrrrr�rr��r(r(��rr Jpo'suopesJelui Ieuaa}x3 - suoi}ipuoO PIin8 Oi7OZ aeei V806id\saan6id\ApnTsJ4ea_ $ 025 o �ooJ o) ff 16/Air r"l ifr tt//' wzA ri f „litrAfrz Ifir( z rim A 1 )979/' 100,0, A66- a � o 0 0� 9 (SZ) SZ (09) 06 (Ol) Am p LO O LO 0 0 0 N \5£) 4_0c(ozi.: 01.(0) 0 0 Lf) 0 0 0 S (S£) 4_, (9Z) 94 (OS) O u N o LC) N A Jpa.suoiTaasjeTu! !euaep i - suo!}!puoo p!!n8 01703 aeei 8806!d\saan6!d\ApnTsJ4ea_ Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 21 IIIIII r l «< <u»» IIIIIII IIIIIIIIII IIIIIIIIIII c«<;;I IIIIII To help determine impacts associated with the proposed development, year 2025 no build and build conditions were reviewed. ,,,; I i IIIII !,IIIII,;; °i1Pl IIII" du 9i lii6 I�IIIIIIIII. IIIIIIIIIII III N ,i'I IIIIII uiColn I' 1' IIIIIIIII IIIIII i!" iiii ins To determine how the study intersections will accommodate the year 2025 no build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the intersection capacity analysis shown in Table 6 indicate that all study intersections are expected to operate at an overall LOS D or better during the weekday a.m. and p.m. peak hours, except the CR 83/Eagle Creek Boulevard intersection which is expected to operate at LOS E during the a.m. peak hour. Northbound queues from the CR 83/Eagle Creek Boulevard intersection will begin to impact operations at the CR 83/CR 16 intersection. 'III"' (I2 — Bull IIIII t r IIity III I IIIII n°;,,;; ors c°>liiii,II,;IIuu III III IIII IIII,! IIIII IIIII°IIIIII u uu° IIII IIIII IIII IIII IIIIIII ,I . IIIII IIIII°°IIIIII ui; l or IIIII.i IIIII Illllln (Il lr IIII Extern I Ir coons. Eagle C ure e Ilk Ill,,,,,�o uI eve urn' Tyr ur�� �� Drive (. A/A 8 .sec. A/A ,,, ,IIII ,;�I ,,,, III �I ,,.,,,, CR 3/II .a. IIIe C iir; Ilk Ilf;;;; ouuIIIev;„„urd IDeaun III,,,,,,,,aIlke s Boulevard E 64 sec. C� 31.... s lid. CIF:' 3/CR I..... ID 50 sec. C 24sec. CR I....6/ a urazii n direet III,,,,, Cp III,,,, ,'�,� ,,,, Brit III iir��y Drive (. ) A A // 6 sec. A A '"7 sec. CR .... / ID uu I03III lii un III,,,,,,,,a un e (1) A/A 9 sec. A/ Il3 ,�I CR I....6/l .ngIII ,nd Way (1...) A/A 8 sec. A/I1 I........,, l. CR I....6 IIInJe eirond once Duriive (1...) „"/ III" ,,,,,� „ � A A / ,,,,,,, �7 sec(. A C� / „III �,,,,,8 � , , IIIII C III :' '.... 6/ Ilf lllh lii III lii op Drive (.) A/A s cl. A/A 77 sect. Internal Ne iborh o :ers ions Downing Ave IIn a el Sa IlraIII Ilnn Str'" e t A/A 5 sec. A/A Sec IIII Downing Aveurn:uuICI III urliitany IIDurliiv, ll A/A 4 sec. A/A C S (cull Downing Ave n uu ° Ill uuu Ib III lii jinn III........, jinn A/A 3 sec. A/A o cI. II[;;; urlii to any Ilf;�"� urliive/ III cc Ilklii urn gib lii urc Avenue ( A A / sec. A / A "" sec, IID uuu bill ii line Ill,,,,,,,,o. un e/ ID uuu bill in Tura.. lii III (...) A/A secIII, A/A 5 sec. IEng10-.und Way/IlKliin Ave/Queen Avenue III! urtllh) () A/A ES cull A/A 5 sec. England Way/King Ave/Queen Avenue (South) (2) A/A 5 sec. A/A 5 sec. Ilf Ih lii III lii pp Dr lve/ I1) h lii III lii pp Way (7) A/A 2 sec. A/A s', I cull Tyrone ID or i v e/S IhaToun IlfPa.orllkwy IINourtlh) (2.) A/A 3 sec. A/A oS cull Tyrone IUDurliive/SIIIII ,proun IlPaurllkwl,.>>y ouutlh) (7) A/A 4 sec. A/A 4 sect. n c i ca t eC anu ns , n aze" n.tc.ct, on w Ut h s° csVcct stop c� � t � where L c overall�I...OS " � showncw � followed � wc�Y 1c worstst s" dcslcet approach IU......OSIII ,,,III,,,,Ihe deI)ay shown represents the woirst slide -street approach deI)aylll IIIindlicites an uncontrolilliled liroteairs ctlioinIII Page 80 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 22 The following information summarizes the operational and/or queuing issues that warrant consideration as development occurs. • During the a.m. peak hour at the CR 83/Eagle Creek Boulevard intersection, the eastbound left - turn movement is expected to extend beyond the available storage approximately 60 percent of the peak hour, and the eastbound approach is expected to have a 95th percentile queue of approximately 800 feet. The northbound thru movement is expected to extend to the CR 16 intersection up to five (5) percent of the a.m. peak hour, impacting queues and operations at the CR 83/CR 16 intersection. o As queues and delays continue to degrade, the aggressive maneuvers identified under existing conditions at the CR 83/US 169 South Ramp intersection are expected to increase. • During the a.m. peak hour at the CR 83/CR 16 intersection, the northbound thru and westbound right -turn movements are expected to have a 95th percentile queue of approximately 600 feet and 500 feet, respectively. These queues are directly related to the northbound queues at the Eagle Creek Boulevard intersection extending into the CR 16 intersection. To address the lane utilization issues, geometric improvements should be considered. Specific geometric improvements will be discussed further in the 2025 build conditions. However, the year 2025 no build analysis indicates the need and approximate timeframe of when capacity improvements are expected to be needed along the corridor. m, on dill. 'III To determine how the study intersections will accommodate the year 2025 build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2025 build intersection capacity analysis, shown in Table 7, indicates that the operational issues identified under the year 2025 no build condition are expected to degrade as development occurs. Given the level of adjacent development planned, construction of the proposed development is expected to accelerate the need for capacity improvements along the CR 83 corridor. The following information summarizes the operational and/or queuing issues that warrant consideration as development occurs. • During the a.m. peak hour at the CR 83/Eagle Creek Boulevard intersection, the eastbound left - turn movement is expected to extend beyond the available storage approximately 70 percent of the peak hour, and the eastbound approach is expected to have a 95th percentile queue of approximately 850 feet. The northbound-thru movement is expected to extend to the CR 16 intersection up to five (5) percent of the a.m. peak hour, impacting queues and operations at the CR 83/CR 16 intersection. o As queues and delays continue to degrade, the aggressive maneuvers identified under existing conditions at the CR 83/US 169 South Ramp intersection are expected to increase. Page 81 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 23 • During the a.m. peak hour at the CR 83/CR 16 intersection, the northbound thru and westbound right -turn movements are expected to have a 95th percentile queue of approximately 1,100 feet and 700 feet, respectively. These queues are directly related to the northbound queues at the Eagle Creek Boulevard intersection extending into the CR 16 intersection. • The northbound left -turn movement at the CR 16/Independence Drive intersection is expected to operate near the LOS E/LOS F range during the p.m. peak hour. IIIII""' IIIIIIII IIIII Till' ,c,,, llur, ° liiii on IIIII�I3a liiii IIIII 1,01111 IIIII IIIII > on CalI ''i y illll° ' %''i on li IIIII illll A1„„11111„„111113 IIIII, IIIII°1III tr uu a IIIII II1113„III IIIII°° , , .. ;; Illk. IIIII°1III ; u> a IIIII IIIIL......S IIIII° IIIII► Illlflllll y wt anal Inte se ns 1 ��� �i ��� i� ( � Ili ����� � � ��� IT , 111e CIlreeIlk Ill,III vaIlyd Tyr ne Drive A/A 5 .sec. A/A 8 sec. CR 83/II ,a ;IIIe Cor ,/ uIlk 11E3 IIIevl,,»Ilyd Ill,,,,,)eaIlan III.........aIlkes Ill,,,, euuIIIevaIIrd E 71 S! . C 33 ,, can CR 83/( Il1"R 1,,,, F 81 s . C 25 s cl„, Wa Ill"" 16 S a IIra z III n Street B 1,,,,, secun Ill,,, sec. C Ill°;Z 1,6 Brit ny Drive c') A/A ,eun A/A sec CR 1.... 6/ Ill,,,) U III Ill III n III......,.Il. e (1) A/Ill,,,, n / 2 CR 16/En III ,. Ind Way (1...) A/A 9 5ecun A/Ill,,,,, I.... ^can CR I.... 6/Ill In d e Ilr e Ilan d In ce Drive (1) A/A 7 sec., A/Ill,,,,,) o can CI'? 16/ ID lh III Ill III IIp IIp Drive v (1A/A) A/ � � a� dx A Ill,,,, '111i CIII"R 16/West Apartment Access A/A 9 sec. A/ Ill,,, CIR 1,,,,,6/IE t Apartment Access A/A 8 sec. A/ 1113 1.....4 sec. I ► I 'Ne hboi o dIntersections Down AveIlnhu S aIlrazIIIIn Street () A/A 5 ed „ A/A IDowning Av e In a Ill,, Ilr III ta In y Ill,,, Ilr iv " (I...) A/A 4 sec. A/A 6 c „, IlDowIlnnIIIIlrng AveIIIIIuuu /Ill„ uuuIIIIIIIIIIln III.........aIce () A/A 3 € c„ / A A 4 s e ci ., Ill,,, IlrIIItoIlny Ill„ IlrIUve/IIIocIlkIIIIlnli IbIIIIlyd Avenue (......) A/A 4 sec A/A 5 sec. IDubIllin III.........a Ic e/ ID uu III I III Ini Ir Ilra III I (.. A/A 1,, A/A 5 s England y/III IIIIng Ave/ vuueen Avenue (North) A/A red,. A/A c„, England W + y/III III nAve/ keen Avenue ue (South) I. A/A ec A/ A c., Ill'Ilh lii III li IIp IIp IlD r ive/Ph lii III li IIp IIp Way (2.) A/A 3 sec A/A ®s c . 'Tyrone Dr ive/Sh , ron Ill urllkw �y 'North) (2.) A/A 3 sec., A/A 3 .sec . "Ty IlroIln, ID r iv e/S IllnaIlroIln Parkway(souuuth) (2) A/A 4 sec., A/A 4 sec., (.....) IIInndilca' es an n unnsngnnalllli .ed linriterseotionn With snde...st.reet stop contn oIII, where the overall II,,,,,,, ns shown followed by the worst sndesl.n eet approach II......,OS Trine deIllay shown represents the worst slide...street:, approach deIllay„ (2) IIIn dlicates an uncontroIIIIlled linrntorsectilon Page 82 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 24 IIm° IIIII "�'°^ Illll�'° Illllii "' Q To address future capacity and/or queuing issues identified, the following improvements are offered: 1) CR 83/Eagle Creek Boulevard Intersection a. Construct an advanced turn -lane from the US 169 South Ramp intersection through the CR 83/Eagle Creek Boulevard intersection. The advanced turn -lane is provided by extending the inside northbound right -turn lane at the US 169 South Ramp intersection to Eagle Creek Boulevard and constructing an additional northbound thru lane at Eagle Creek Boulevard that feeds into the extended northbound right -turn lane. Note that this improvement was previously identified in the Canterbury Commons Areawide Transportation Assessment. This improvement will be assumed to be completed under the year 2040 intersection capacity analysis. 2) CR 16/Independence Drive a. Monitor the CR 16/Independence Drive intersection to determine if/when a traffic signal should be considered. or iluiil 1111 IIIIr�V 101 1011111T111"; IIIII" IIIIIT faIln' To illustrate how the recommended improvement along CR 83 are expected to operate under year 2025 build conditions, an additional intersection capacity analysis was conducted. For comparison purposes, results of the traffic operations analysis for the existing, 2025 no build, and 2025 build conditions with no improvements are also shown. Note that only the a.m. peak hour operations are shown as that is the only time there is a capacity/queuing issue. Results of the analysis, shown in Table 8, indicates that with the recommended improvements, the CR 83 intersections are expected to operate at an overall LOS C during the a.m. peak hour. The northbound queues are also expected to be significantly improved. The traffic operations during the p.m. peak hour are expected to remain similar to previous conditions, thus are not shown in the table. "'�IIIIIIII I111 IIIII IIIII n° iur IIIII IIIII°°IIIII air IIIII iuii r till on Chin � � liiii° ,/ % � iiii� � IIIII � � III ''� il �� iiii� liiii r� iiiii P III ,bd� �b6 �� U � IIIIf IIIIIIIIII IIIII Illlflllllll iiiii ° iiiu iin , Il01 liiiiIIIII mm N12 IIIII ionn Illll or nil iii t.. 111Buill111111 IF? mom ion IIIII i131IIIIv iiii n iia° CI"' Ea Creelk Ilvd III) (4 ,,,, sec) Ef IE (7 1 c C(,,6sop III,,,,, ,ti III,,,, 1 (36 sec) Ilf;; (50 °c) F(E cc C (34 s Northbound 95th 11113e iiirc€ intliii IIIIe uu ue ft) III::" 3325 600 11 35 Page 83 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 25 IIIII"°IIIIIII � °°IIIII ^rc�kollll pl re Intersection improvements were identified in this report that are expected to be needed by year 2025 or before. Therefore, to identify the number of trips the proposed Summerland development contributes to the transportation system along CR 83 under year 2025 build conditions, a trip proportional share analysis was conducted. As mentioned previously, the eastbound left -turn and northbound thru movements at the CR 83/Eagle Creek Boulevard intersection during the a.m. peak hour cause operational and queuing issues that impact the adjacent CR 83/CR 16 intersection. Since these movements conflict with each other, additional trips to either movement impact the overall operations of both the CR 83/Eagle Creek Boulevard and CR 83/CR 16 intersections. Therefore, a trip proportional share, which is shown in Table 9, was developed by taking the expected a.m. peak hour site trips for the eastbound left -turn and northbound thru movements at the CR 83/ Eagle Creek Boulevard intersection, divided by the total number of eastbound left -turn and northbound thru vehicles under the year 2025 build condition. It should be noted that only a.m. peak hour trips at the CR 83/Eagle Creek Boulevard intersection were utilized, as the issue identified only occurs during the a.m. peak hour. The resultant proportional share of trips that the proposed Summerland development contributes to the transportation system is approximately 4.5 percent of the total trips making these movements. u w uuin uuruurlllll IIIII uu ° It'll on uu� v IIIIIIIIIuu rmu int�Illl iiiirliiil IIIII Ir or uur° liiii Oh ; for u uu uuriol norm rill on IIII IIIII °III"uurliiii . (IlllfiiiiiiiIllllfll IIIIIIIIIIII IIII Illlfll�'llll IIII°�� IIIII IIIIIIIIIIIIII' ��� ��IIIII' Illlfllu liiii IIIII Ala) "r Illlflll a liiii IIIII IIII °Illl uurlilll IIIp 111111111111111111113 IIIIIIIIIIII III Illlfll "" I11113uuruur° liiii on IIIII h` Illlhiur uurr„ III IEa IIIe CureeIIII II IIIvd IIIII1111111 IIIIII 'ill iI 1111111 /9 1/b6 41I1b To help determine impacts associated with the proposed development, year 2040 no build and build conditions were reviewed. It should be noted that the CR 83 right -turn lane extension improvement identified under the 2025 conditions was assumed to be completed and is included in the year 2040 intersection capacity analysis. IIIII Elul! liiiiii WIII"; w;� Illllr liiiiii°I li11 �� Illn r 'IIII PII Nk, ;� .FYI III,�� � � I 'U�` �� � To determine how the study intersections will accommodate the year 2040 no build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2040 build intersection capacity analysis, shown in Table 10, indicate that all study intersections are expected to operate at an overall LOS D or better during the peak hours. The northbound left - turn movement at the CR 16/Independence Drive intersection, however, is expected to operate near the LOS E/LOS F range during the p.m. peak hour. Page 84 of 316 Summerland Place Development EAW Transportation Analysis 'IIIII""' III IIIII .rl'' Ip , I ° u p III ,ra!! IlllEi Lill Intersa ,i liiii <<+ ! on ,, "' !IIIII l IIIIIIIIII°� An m°° IIIII n° ;°°,, (ors elt111 i,';;II (III I Mo. IIIII,! IIIII IIIII°°!IIIII u uu� December 18, 2019 Page 26 III „„ (III IIIII ! , . Illk. IIIII°°!IIIII u;; l u or IIIII.i„;IIIII ", IIIII. ,, IIIII I!!,iy &der Ire sections Eagle C lre e k Be u Ieve rCTyr nIlDrive G1 A/A 6 sec. A/A 1,�� CR 83/II .a. IIIe Cri « IIk Ill,,,,, ouuuIIIev ,. IIrd Dean I........aIlk s Boulevard 21117 sec. C 31nnn c. CR 83/C111"i 1 ID 44 sec. C 23 sec. CR Inn, 6/ S a IIr a z III In treet 101113 1....2 sec 103 1....E s c. � " Drive (1...) p III����� ,'�,� Brit II��y nn A/Asec. 6 sec. A/A CR 1.... / ID u Ilb III lii In III......,, II e (1) A/A 1.0 :sec A Ilf113 / CR Inn,6/ III Ing III ,nd Way () A/A 8 sec. A/ I1111 1...2 a CR inn,66/III Inc eIII" eIlnhd« IInce Drive (1...) A/A 8 sec. A/Ilf; CR 1nn,6/III Illn III III III Ills Ills Illn) IIrIII vi.. ) A/A 6 sec. A/A 1.. s c. Internal N iborhoo yol ns m n�u� m Downing AveIns e/ S a�IIr!a� IIIIInV .Street () A/A noon 5 sec. A/A nnnni sec. Downing Ave In uu! II1 Ilrliita (Inky ID Ilrlii v, ► (1...) A/A 4 sec A/A c. IIDow In lii Ilnli Ave Ilnh uu! / ID ulnae Ib III lii Ifni Illnnn,n n ) A/A 3 sec. A/A 4 c. B ritary I"rive/ I Cc riI gb ird Avenue (1) A/A 4 sec. A/A rsec nn, Ilf;;; uuu Ib III lii Ilan Illnnnna Ifni e/ IlJ uuu Ilb III lii Ilrlii IrIIra lii III (- -) A/A nnnn. sec . A/A 5 sec. II ,nnnnn. lll Ilnd Way/King Ave/QueenAvenuellN Ilrtllh)() A/A ES Sec A/A M�'n,n 5 sec. England Way/King Ave uee rAvenue ue (South) �) A/An sec. � A/A 5 sec. Ilf Ilh lii III lii pp Dr ive/ IP Ilh lii III lii pp Way (7) A/A 2 sec. A/A s:, c. Tyrone Dr Ih a IIro Ilnli Ili a. Ilrllkw . y North) (2) A/A 3 sec. A/A c. Tyrone IIDIlrliive/SIII ! ,IIroIlnli IlPaurlkw ,.>>y euuutlh) (2) A/A 4 sec. A/A 4 sec. r san u n .. r� to n ..�....s. r �t t :w ...:e r 5 f worst sn . e....s, �t .. stopby the wean "..��..�n��n",s .�ln c,s�.� n� . n���o,n.� �.�n�.�n n�� n�.oc nn��.nsn .���V,.n��n� wn L� ,n.�n . ns .�V,.n �n',sL con���.n � y where �,s the o�r�sn � ,,,,,,, � n� shown o Iwo . approach Ilnnn, Sn TII,,,,Ihe deIlloy shown represents the worst slide -street approach donoIlloyn III n d li c.'ote°s an u iun co in t'.iuro III IIIe!c li iurn'tep rs€ c'V,:.li o in Ill I " (IIIII (IIIII Illllii E, IIIII' To determine how the study intersections will accommodate the year 2040 build traffic forecasts, an intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the year 2040 build intersection capacity analysis, shown in Table 11, indicate that all study intersections are expected to operate at an overall LOS D or better during the peak hours. During the p.m. peak hour at the CR 16/Independence Drive intersection, the northbound approach is expected to operate at a LOS F (53 seconds) and have a northbound left -turn delay of approximately 1.5 minutes. To address this issue, consider constructing a traffic signal to improve the p.m. peak hour delays and reduce challenging maneuvers. A traffic signal would also provide another safe crossing along CR 16. With implementation of a traffic signal, this intersection is expected to operate at LOS A during the p.m. peak hour. Page 85 of 316 Summerland Place Development EAW Transportation Analysis l""11111""' 11,11111 11111111„111111 11111n. 1ill1DlC rc. L1ill1Ity An illysil1s orsotctil1 A„„ URI 1111 11111111111111 uor December 18, 2019 Page 27 111P.„11M.„1111"' 11k11111.1111 uor 11111 11111 11111) 11111 y External Intersections E,agie Coreek1111113oulevard/Tyr n 11111)orive (1) A/A 6 sec. A/A 9 . ,.1„, C1113 83/Eagie Cr 11k111111113oUllev,,-,..ord 11111)eani........akes11111113oulevard C 28 sec. C 35 sec. C111""ll? 83/C111"31 ' 11111) 44 sec. C 25 sec. CUR 1....6/,1/4parazin Street 1E13 1.....2 sec., 111111113 1.....C„, CR 1.....6/1Brit,,H,ny Drive (1) A/A 7 sec. A/A 9 sec. C1113 1....6/11111)u 13111 i n 111.......a ne (1) A/1111113 1.1. sec., A/1111113 1.2 CR 1.....6/E,ng111,..:..,,nd Way (1) A/A 9 sec. A/10111113 1.....4 . c., C1113 1...6/Independ .,,nce Drive (1) A/A I....0 see,,, AP: T3 sec. Cill""'? 1....6/11131h i III i pp Dye (1) A/A 8 sec., A/11111113 1.4 sc., C111"31....6/West Apartment Access A/A 9 s ...../. A/111111113 I.2 sec., C1113 1...6/East Apartment Access A/A 9 see., A/C 1....9 sec., Internal Neighborhood Intersections III) o w n i ng Aven u „l'a razi n . r , . ' A/A 5 sec. A/A 101111)owning Avenu,(,..:, 11111113ritany 111Drive (1) A/A 4 sec. A/A 6 sec. Downing AvenuViDubIllini........ one (1) A/A 3 sec. A/A 4 sec., 111111113orit ny 1lDrive/Mockin bird Avenue (1) A/A 4 .sec., A/A 5 sec. D IA bIllini.......ane/DulbIllin Trailll (1...) A/A 5 sec. A/A 5 E,ngland Way/King Ave/Queen Avenue (North) (2) A/A .5 sec., A/A 5 E,ngland W- y/111King Ave/Queen Avenue (South) (2) A/A 5 sec. A/A 5 11P1h illli pp 11111)rive/10"31h illli pp Way (2.) A/A ,3 sec., A/A 3 sec. 'Tyrone ID r i v e/S h a or o n Pa r kw „.„...H, y ( North ) (2) A/A 3 sec. A/A c.) sec. Ty oner11111) r iv e/S h a ron Pa r kw „ „o y (South) (7) A/A 5 sec. A/A 4 sec. IlIncticates n unsHignallhized dtersection wth sde-street stop controll where the overall shown followed by the worst sde-street approach TIThe dodgy shown represents the worst sde-street appro ch deillay„ (2) Illndicates an ti ncontro illilled Page 86 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 28 ley! w A review of the proposed site plan was completed to identify any issues and recommend potential improvements with regard to internal roadways, access, traffic controls, and circulation. The following information should be considered. In general, all roadways within the proposed development are expected to function adequately as two- lane facilities. The median parking area on Street A is uncommon and should be redesigned to provide a more traditional on -street parking configuration. Internal intersections are also expected to operate adequately with side -street stop control. As development occurs, internal intersections should be reviewed to determine if a higher -level of traffic control (i.e. an all -way stop) should be considered, specifically at the intersection locations identified below. ...11111111111111,111 �"'fmfJNNl�u,"1✓j,"%i: '�I19mlNl;%`l„rA NrJIN�i'n'rYy u(4f ��ii�rn„,�.,r X11.4 LEGEND Potential AWSC Location ry Ar � I 1;,�� r�=Aro v �fll �r'��1/ Ja C r lir / 1y6ra ; aimr r,r nurenle °° �lli /, id��ii/ I/r, c��r/ /Ja. N ir , / r G s A il Giiiiirr / ;,�, / IN�rJNIWNN1huJ0,1IIJJmN)"11,414N1UJ IIw Mailall ll i LlIit i l , r „ From an access perspective, access to the single-family and townhome components are provided off existing roadways. The two proposed access locations to the apartment building, located along CR 16, do not fall within Scott County access spacing guidelines, which state that full access to local streets along A -Minor arterials should have 1/4-mile (1,320 feet) access spacing. The two proposed access locations are only spaced approximately 950 feet apart, while the western proposed access location is spaced approximately 1,100 feet from Philipp Drive. Although these access locations do not meet the 1/4-mile guidance, there are currently left -turn lanes provided along the corridor at these access locations. These access locations appear to be located along the corridor to provide evenly spaced intersections, meet access spacing guidelines from CR 83, and avoid the curve east of Independence Drive. Therefore, the external access as proposed is reasonable although special consideration should be made to limit any sight distance impacts from future landscaping and signing at all external and internal intersections within the study area. Although not shown, pedestrian and bicycle facilities should be provided on at least one -side of each roadway, if not both sides. If only one side is provided, consider providing on the north -side of the roadway to maximize sun exposure. Page 87 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 29 IIIIII IIIIII 11111 1111111 111111 1111111 The following information provides a summary of the analysis performed as part of the Summerland Place Development EAW Transportation Analysis and the identified conclusions for consideration: • All study intersections currently operate at an overall LOS D or better during the a.m. and p.m. peak hours. Lane utilization and queuing issues were identified at the CR 83/Eagle Creek Boulevard intersection, particularly in the northbound direction during the a.m. peak hour. • The current development proposal consists of a total of 590 residential units; which includes 222- units of single-family housing, 68-units of townhomes, and a 300-unit apartment building. Several existing access locations are provided to the single-family and townhome components. Two full - access locations along CR 16 are planned for the apartment building. • Traffic forecasts were developed for the study area to help determine short- and long-term transportation infrastructure needs within the study area. The forecasts were developed using a combination of general area historical growth trends, trip generation estimates based on the proposed development, and data within the Scott County Regional Travel Demand Model. • The proposed development is expected to generate approximately 303 a.m. peak hour, 389 p.m. peak hour, and 4,226 daily site trips. • Results of the year 2025 no build condition intersection capacity analysis indicates that the lane utilization and queueing issues identified under existing conditions is expected to degrade. The CR 83/Eagle Creek Blvd intersection is expected to operate at a LOS E, and northbound queues from the intersection are expected to impact operations at the CR 83/CR 16 intersection. • Results of the year 2025 build condition intersection capacity analysis indicate that operational issues identified under the year 2025 no build condition are expected to degrade as development occurs. In addition to the issues identified under the year 2025 no build condition, the northbound left -turn movement at the CR 16/Independence Drive intersection is expected to operate near the LOS E/LOS F range during the p.m. peak hour. • To address the future capacity and/or queuing issues identified, the following improvements are offered; o CR 83/Eagle Creek Boulevard Intersection ■ Construct an advanced turn -lane from the US 169 South Ramp intersection through the CR 83/Eagle Creek Boulevard intersection. The advanced turn - lane is provided by extending the inside northbound right -turn lane at the US 169 South Ramp intersection to Eagle Creek Boulevard and constructing an additional northbound thru lane at Eagle Creek Boulevard that feeds into the extended northbound right -turn lane. Page 88 of 316 Summerland Place Development EAW Transportation Analysis December 18, 2019 Page 30 o CR 16/Independence Drive • Monitor the CR 16/Independence Drive intersection to determine if/when a traffic signal should be considered. • To identify the number of trips the proposed Summerland development contributes to the transportation system issue along CR 83 under year 2025 build conditions, a trip proportional share analysis was conducted. The resultant proportional share of trips that the proposed Summerland development contributes to the transportation system is approximately 4.5 percent. • Results of the year 2040 no build condition intersection capacity analysis indicates that all study intersections are expected to operate at an overall LOS D or better during peak hours. The northbound left -turn movement at the CR 16/Independence Drive intersection, however, is expected to operate in the LOS E/F range during the p.m. peak hour. • Results of the year 2040 build condition intersection capacity analysis indicate that operational issues identified at the CR 16/Independence Drive intersection under the year 2025 build and year 2040 no build condition are expected to degrade under 2040 conditions. The northbound approach is expected to operate at a LOS F and have a northbound left -turn delay of approximately 1.5 minutes. • To address this issue, consider constructing a traffic signal to improve the p.m. peak hour delays and reduce challenging maneuvers. • A review of the proposed site plan was completed to identify any issues and recommend potential improvements regarding internal roadways, access, traffic controls, and circulation. The following improvements are offered for consideration and are found in the site plan review section. Page 89 of 316 *4.B.2. Shakopee City Council February 4, 2020 FROM: Michael Kerski, Director, Planning and Development TO: Mayor and Council Members Subject: Setting public hearing for Business Subsidy Policy/Action Requested: Resolution R2020-012 setting a public hearing for Tuesday, February 18, 2020 for a business subsidy for Cherne Industries, Inc., to Improve, Construct and Equip a new 130,000 HQ, R&D and Manufacturing Operation Recommendation: Approve setting the Public Hearing. Discussion: Cherne Industries, Inc. a wholly -owned part of Oatey, is considering relocating its headquarters, R&D, manufacturing and warehousing into a new building to be constructed on the property currently owned by the Shakopee EDA and under contract to OPUS for development. OPUS will also be constructing a spec building to the north that will not be part of the subsidy. The property is currently tax exempt. Cherne is requesting a tax abatement for the City's property taxes for a period of nine years. The estimated total is approximately $500,000 over the nine years. OPUS will be constructing a 130,000 square foot building for the applicant. Cherne would move all of its operations from Edina where they have been for more than twenty years. They have outgrown their currently facility. They would be bringing 119 jobs and adding 30 more over the next five years. OPUS has an option for their client to expand the building to the west, should that be necessary. The company's average wage is over $20 an hour and they provide benefits. Since 1916, the parent company, Oatey, has provided reliable, high -quality products for the residential and commercial plumbing industries. Today, Oatey operates a comprehensive manufacturing and distribution network to supply more than 6,000 products for professional Page 90 of 316 builders, contractors, engineers and do-it-yourself consumers around the world. They acquired Cherne Industries in 1990. Cherne is the recognized world leader in pipe plug and testing equipment manufacturing. In 1998, Cherne demonstrated its commitment to quality and continuous improvement by achieving ISO 9001 registration and is the only domestic pipe plug manufacturer to achieve this certification. Cherne has been serving the plumbing and underground industries for over 60 years and is dedicated to providing customers with unparalleled product quality in addition to the highest level of customer service. Budget Impact: ATTACHMENTS D Resolution Page 91 of 316 CITY OF SHAKOPEE, MINNESOTA RESOLUTION NO. R2020-012 RESOLUTION CALLING A PUBLIC HEARING ON A PROPERTY TAX ABATEMENT FOR CERTAIN PROPERTY IN THE CITY OF SHAKOPEE, MINNESOTA, AND GRANTING CERTAIN BUSINESS SUBSIDIES TO CHERNE INDUSTRIES INCORPORATED, OR ANY OF ITS AFFILIATES WHEREAS, Cherne Industries Incorporated, an Ohio corporation, or any of its affiliates (the "Developer"), has proposed to acquire, improve, construct and equip an approximately 130,000 square foot building to be used for manufacturing, research, warehousing and office space (the "Minimum Improvements") on approximately eight (8) acres of real property (the "Property") located in the City of Shakopee, Minnesota (the "City"); and WHEREAS, the City has contemplated granting a property tax abatement in order to facilitate the Minimum Improvements, all pursuant to Minnesota Statutes, Sections 469.1812 through 469.1815 (the "Abatement Act"); and WHEREAS, the City Council of the City has determined to consider granting a tax abatement of all or a portion of the City's share of property taxes generated by improvements on the Property in the maximum amount of $500,000 and to hold a public hearing thereon in accordance with the Abatement Act; and WHEREAS, the Abatement provided to the Developer by the City to help finance the Minimum Improvements constitutes a business subsidy under Minnesota Statutes, Sections 116J.993 to 116J.995 (the "Business Subsidy Act"); and WHEREAS, before the City may grant an abatement or provide financial assistance that constitutes a business subsidy under the Business Subsidy Act, the City must conduct a duly noticed public hearing; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Shakopee, Minnesota that: 1. The City Administrator is authorized and directed to publish a notice for publication in the official newspaper of the City setting a public hearing before the City Council on Tuesday, February 18, 2020, at or after 7:00 p.m. at City Hall on the proposed Abatement. The notice, attached as EXHIBIT A, shall be published in the newspaper at least ten (10) but not more than thirty (30) days prior to the public hearing, and shall be in substantially the form attached hereto. 2. The City Administrator is authorized and directed to take all other actions necessary to bring the proposed abatement and business subsidy before the City Council at the time of the public hearing. 110= 1633434v2SH155-478 Page 92 of 316 Approved by the City Council of the City of Shakopee, Minnesota this 3rd day of February, 2020. ATTEST: City Clerk Mayor 210= 1633434v2SH155-478 2 Page 93 of 316 EXHIBIT A NOTICE OF PUBLIC HEARING TAX ABATEMENT AND BUSINESS SUBSIDY CITY OF SHAKOPEE, MINNESOTA NOTICE IS HEREBY GIVEN that the City Council of the City of Shakopee, Minnesota (the "City") will meet at or after 7:00 p.m. on Tuesday, February 18, 2020, in the City Council Chambers of City Hall, located at 485 Gorman Street in the City, to conduct a public hearing to consider granting a property tax abatement under Minnesota Statutes, Sections 469.1812 through 469.1815, as amended (the "Abatement Act"), for all or a portion of certain property located in the City (the "Property"), to be developed by Cherne Industries Incorporated, an Ohio corporation, or any of its affiliates (the "Developer"). The Developer intends to relocate and expand its headquarters to the City, and the proposed project consists of the development on the Property of a 130,000 square foot manufacturing building with approximately 17,000 square feet of expansion space (the "Project"), which the Developer will lease. The proposed abatement constitutes a business subsidy under Minnesota Statutes, Sections 116J.993 to 116J.995, as amended (the "Business Subsidy Act"). The Property is located at the northeast quadrant of Highway 169 and County Road 69 (Old Brickyard Road) in the City and is legally described as Lot 1, Block 3, West Shakopee Gateway First Addition, according to the recorded plat thereof, Scott County, Minnesota. Following the public hearing, the City Council will consider a resolution granting an abatement of a portion of the City's share of property taxes on the Property for a period of up to nine years. The City estimates that the total amount of the abatements will be approximately $500,000. A summary of the terms of the proposed business subsidy to be provided to the Developer to assist in developing the Project is available for inspection at City Hall during regular business hours. Any person with a residence in the City or who is the owner of taxable property in the City may file a written complaint with the City if the City fails to comply with the Business Subsidy Act. No action may be filed against the City for the failure to comply unless a written complaint is filed. Any person wishing to express an opinion on the matters to be considered at the public hearing will be heard orally or in writing. Dated: [Date of Publication] BY ORDER OF THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA /s/ William H. Reynolds City Administrator City of Shakopee, Minnesota 121= 1633434v2SH155-478633434v2SH155-478 A-1 Page 94 of 316 *4.C.1. Shakopee City Council February 4, 2020 FROM: Bill Egan, Public Works Superintendent TO: Mayor and Council Members Subject: Purchase four marked patrol vehicles for the Police Department; purchase a Kubota all - terrain vehicle with trailer and a Zodiac boat with trailer for the Fire Department; and declare equipment as surplus. Policy/Action Requested: Approve the purchase of four 2020 Ford Utility Police Interceptor AWD vehicles from Tenvoorde Motor Co. and equipment and setup from Emergency Automotive Technologies, Inc., in the total amount of $179,816.16; the purchase of a Kubota all -terrain vehicle with trailer and equipment and setup from Lano Equipment Inc., Emergency Automotive Technologies Inc. and Ace Trailer in the total amount of $29,068.80; the purchase of a Zodiac boat with trailer from Great American Marine in the amount of $17,799.00; and the declaration of equipment as surplus. Recommendation: Authorize the purchases. Discussion: The following equipment to be replaced and purchased are included in the 2020 Capital Improvement Plans: Police Department- 2020 Ford Utility Police Interceptors AWD Replacement of four marked patrols Nos. sk1035, sk1036, sk1038 and sk1039 are included in the 2020 Capital Improvement Plan (see attached information sheet CIP No. Equip-20- 311). While the CIP prescribes the replacement of six marked patrols, an evaluation of the current marked patrol fleet resulted in only 4 needing replacement at this time. Adjustments will be made to the CIP for future years. These vehicles are being purchased under the State of Minnesota Contract No. 158505. vehicle set up is anticipated to be performed by Emergency Automotive Technologies, Inc. Page 95 of 316 and components purchased under the state contracts. The quotations from Tenvoorde Ford Motor Co. and Emergency Automotive Technologies, Inc. (EATI), are attached and consistent with state contracts. The cost of the vehicles are $34,179.56 each, plus an additional $10,774.48 each for the equipment install and setup for a total of $44,954.04 per marked patrol. Once replaced, the four old patrol vehicles with 87k miles, 96k miles, 89k miles and 86k miles will be rotated to replace older holdover vehicles that are currently used for city staff vehicles. The old holdover vehicles will be brought to city council separately and declared surplus to be sold at auction at a later date. Fire Department- Kubota A T VAnd Equipment The replacement of the Fire Departments all -terrain vehicle (ATV) No. sk1008 is included in the 2020 Capital Improvement Plan (see attached CIP sheet Equip-20-332). Three quotes were obtained for the Kubota ATV with Lano Equipment Inc. being the low bidder ($20,810). The purchase of accessory equipment and set up of the ATV will be performed by EATI ($2,319.80). The trailer is being purchased from Ace Trailer Sales under State of Minnesota Contract No. 156358 ($5,939.00). The old 2010 Ranger has been evaluated, is no longer needed and has been determined that the useful life has been expended and should be declared surplus inventory. Once formally declared surplus and the new ATV is in service, this ATV will be sold at auction. Fire Department- Zodiac Boat and Trailer The replacement of a boat/trailer No. sk1264 is included in the 2020 Capital Improvement Plan (see attached CIP sheet Equip-20-323). A quote from Great American Marine in the amount of $17,799.00 is attached. No other Zodiac dealers exist in the state to obtain a second quote; however, an online comparative pricing search for the boat, motor and trailer were performed that adequately validates the quote. The old boat/motor and trailer have been evaluated, are no longer needed and have been determined that the useful life of this equipment has been expended and should be declared surplus inventory. Once formally declared surplus and the new equipment is in service, the old boat/motor and trailer will be sold at auction. Budget Impact: The budget for the marked patrols per the CIP is $282,000.00. The total purchase amount is $179,816.16 which is $102,183.84 (36.2 percent) under budget. The vehicles are funded in the CIP under the Equipment Internal Service Fund. Page 96 of 316 The budget for ATV/Trailer per the CIP is $40,000. The total purchase amount is $29,068.80 which is $10,931.20 (27.3 percent) under budget. The vehicle is funded under the Equipment Internal Service Fund. The budget for boat and trailer per the CIP is $18,000. The total purchase amount is $17,799.00 which is $201.00 (1.1 percent) under budget. The vehicle is funded in the CIP under the Equipment Internal service Fund. ATTACHMENTS: D Tenvoorde Ford Quote D E.A.T.I Quote D ClPEquip-20-332 D Lano Equipment ATV quote D Fire Dept. E.A.T.I. Quote D Ace Trailer Quote D CIP Equip-20-323 D Great American Marine Quote Page 97 of 316 Assn. Ctr # TENVOOROE FORD, INC P 0 BOX 1045 ST CLOUD, MN 56302 10015 Quote Customer C ty of Shakopee Name Tom Larson Address 4p0 Gorman St City Shakopee Phone 952-233-9557 State MN ZIP 55379 Mist Date 1/16/2020 Order No. Contract No. 18505 Qty I I I I I 1 1 I I I I I Description Police interceprtor AWD K8A S 996 - 3.31 Vp_pilitiection Added Factory Options UM Agate Black 96 interior charcoal black 660 - Rear Lighting Solution 411-I Engine Block Heater 153 - License Plate Bracket 43D - Dark Car Feature 17T - Switchabie red/white light cargo 21L - Front Warning LED lights 60A - Pre -Wiring grille LED lights 63B - side marker LED lights 51T - Spot Light driver only 87R - Rear View Camera in mirror 19V - rear camera on demand 68G - rear door controls inoperable/locks 1 18D - &bat lock / unlock 59E - keyed alike 1435x 1 -549 - heated mirrors 1 19K - H8 A.GM battery 1 6OR noise suppression bonds 1 61B OBD II Split Connector 1 I76R - Reverse Sensing System Unit Price 1, TOTAL $ 31,462.66 31,462.56 $ $ $ 428,00 $ $ 85.00 $ $ $ $ 24.00 $ $ 48.00 $ $ 518.00 $ $ 48.00 $ $ 273,00 $ $ 395.00 $ $ $ $ 216„00 '$ $ 70.00 $ $ $ $ 48.00 $ $ 57.00 $ 103.00 $ $ 94.00 $ $ 52.00 $ $ 258.00 $ -428.00 8500 24,00 48.00 -518X0 48.00 - 273.00 395.00 -216.00 70,00 48.00 57.00 10100 94.00 52.00 206:00 Delivery Address if Different From Billing SubTotal 34079,56 TOTAL 34,179.5c, 1Lead Time On K8A 22-24 Weeks I Manufactor Cutoff Date TBD Vehicle Pickup Location Tenvoorde Ford 185 Roosevelt Rd St. Cloud MN, Monday -Friday 8:00am-5:00prn Please Cal/Jade Aanenson 612-703-7789 Cell or Bob Aanenson 320-224-2808 Cell With Any Questions Tenvoorde Ford The World's Oldest Ford Dealership ENIA-i-----edl----11"11L:°1mbitr7blir ► MEH6EVCY AUTOMOTIVE TECHl OLOEIE , JAIL. 2 75 5 Geneva Ave. North Oakdale, MN 55128 Name 1 Address SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA P.Q. No. 2020 FOR PIU ES... Terms NET 30 Due Date 7/ 19/2019 Quote Date Quote # 1/14/2020 MP011420-16 Ship To SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA Account # Rep MCP FOB ORIGIN 1 1 1 NOTE CONTACT PKO419ITU20TM WK0514ITU20 STPKT105 PRICING REFLECTS STATE CONTRACT NUMBERS #144563 & #82521 & #82520 TOM LARSON TLARSON@SHAKOPEEMN.GOV SHAKOPEEMN.GOV #952.233.9557 10V S RP C, HORIZONTAL SLIDING WINDOW, COATED POLY, W/CIIIC BARRIER AND RECESSED PANEL, TALL MAN w FOR 2020 FORD PIU TWAT LL EPLAGEME: SETINA STEEL VERTICAL WINDOW BARS FOR 2020 FORD INTERCEPTOR 'L7r54 LEGACY: ICENE :AND WPIELEN LIGHTBAR STRAP KIT FOR 2020+ FORD INTERCEPTOR NIB. Page I ea ea 0.00 0.00 689.25 201..75 0.00 0.00 0.00 689.25T 201.75T 0.00T Page 99 of 316 E11ERLE1WEY AUTOMOTIVE TEEHNDLIJI IES, JIVE. 2755 Geneva Ave. North Oakdale, MN 55128 Name / Address SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA P.O. No. 2020 FOR PIU ES... Terms NET 30 1 1 1 401-122E-PREHI IONSMB NI=. IONB ETFBSSN-P CANCTL7 SA315P _Wag IR_E ANP,( Due Date 7/19/2019 Quote Date Quote # 1/14/2020 MP011420-16 Ship To SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA Account # )esscr ot[on= = Rep MCP FOB ORIGIN TOMAR HIGH PRIORITY OPTICOM COMPATIBLE STROBE EMITTER POWER SUPPLY WITH STD AMP CONNECTOR, EPDXY SEALED UNIT 401-1228-PRE FENt=FL `RIMY=_ALA=I. WF1ELEN ION 6 SUPER LED SURFACE �I�ATMRED;: MOUNT LIGHTHEAD - BLUE EN IO =SUP 1lLEI f'RFA C _MOUNTtIQL-THE AD=== WHELEN ION 6 SUPER LED LIGHTHEAD WITH BRACKET -BLUE AVITIE ___ ION=6 =SUPER_=I H_= SOUNDOFF SOLID STATE TAIL LIGHT FLASHER - 12 WIRE - ISOLATED POSITIVE OUTPUTS _- CENCOM CARBIDE CONTROL HEAD, 21 PUSH BUTTONS, 4 POSITION SLIDE SWITCH, MIC & EXT. CABLE N_III-=CP-R WHELEN 100 WATT COMPOSITE HOUSING SIREN SPEAKER - BRACKETS SOLD SEPARATELY ea 205.00 81.20 81.20 39.27 0.00 190.24 205.00T 81.20T 81.20T 39.27T 0.00T 190.24T Page 2 Page 100 of 316 EMER1Ei JCY AUTOMOTIVE TECHJ IOLO&IES, INC. 2755 Geneva Ave. North Oakdale, MN 55128 Name / Address SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA Quote Date Quote # 1/14/2020 MP011420-16 Ship To SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA P.O. No. Terms Due Date Account # Rep FOB 2020 FOR PIU ES... NET 30 7119/2019 MCP ORIGIN 1 1 TM-5126-PIU-20 CON-CH-6302-1 CG-X LABOR-JORDAN HINT ON -DASH COMPUTING DEVICE MOUNT FOR 2020 FORD POLICE INTERCEPTOR UTILITY - MOUNTING A GETAC A140 TO HAVIS DOCK I N-SE-FAR: 2020=-F[ HINT INTERNAL CUP HOLDERS FOR HINT CONSOLES HIN HAR+ HAVIS CHARGEGUARD PROGRAMMABLE AUTO ON/OFF TIMER 12V NEG GROUND. PROGRAMMABLE FROM 5 SECONDS TO ETERNITY. M = IRA ==�=_ � CT NUMB LABOR LABOR CHARGE FOR SERVICES PERFORMED: INSTALLATION OF GETAC CAMERA SYSTEM ea ea ea hr 607.50 40.50 66.2805 360.00 607.50T 40.50T 66.28T 360.00 Page 3 Page 101 of 316 EMERGENCY AUTOMOTIVE TECHNOLOGIES, INC 2755 Geneva Ave. North Oakdale, MN 55128 Name I Address SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA Quote Date Quote # 1/14/2020 MP011420-16 Ship To SHAKOPEE POLICE 485 GORMAN STREET SHAKOPEE, MN 55379 USA P.O. No. Terms Due Date Account # Rep FOB 2020 FOR PIU ES... NET 30 7/19/2019 MCP ORIGIN EX-MISC SUPPLY GENERAL IN S TALLATION AND WIRING MATERIALS MiRJOID REIG -W1-17-1== GI3 `R_GES O BE=A PE D A`I_ `11 350.00 350.00 if you would like to turn this quote into an order, please let your sales rep know ASAP! Total $10,774.48 Page 4 Page 102 of 316 Capital flIir�vep City of Shako ee, Project # Equip-20-322 Project Name Fire: ATV esota Type Equipment Useful Life 10 Category Fire Accounting Code 7800.1740 100032 Fund Capital Equipment Internal Servi Descriptio 2020 the" 202 Department Equipment Internal Serv. Fund Contact Public Works Superintendent, Priority 2 Important -Provide Efficiencies/ Status Active Replace 2010,Polaris Ranger All Terrain VLhiUe 6x6 Used for brush fires. usti cation Replacement schedule: I 0 years. Expenditures Equip/Vehicles/Furnishings Total Funding Sources Equipment Internal Service Fund Total udget Impact/Other Prior Prior 2020 40,000 40,000 2020 40,000 40,000 2021 2021 2022 2022 2023 2023 2024 2024 Future Future Total 40,000 40,000 Total 40,000 40,000 105 Page 103 of 316 3021 W. 133rd St.„ Shakopee, MN 6140 Hwy. 10 NW.0 Anoka, MN 3580 Hwo 55, Loretto, MN 55357 i�3 bc LAN° EQUIPMENT 302_ W. 133rd Shakopee, MN 553 (952) 445-- Fax (952) 496-0263 all V Series RTV-XG850W-A * * EQUIPMENT IN STANDARD MACHINE 4' * GAS ENGINE Subaru 2 Cyl. 51,,9 cu in 48.3 Gross Eng HP ©,,750rprn 50 Amp Alternator ©5000rpm TRANSMISSION cVT-PLUS Continuously Variable Transmission Forward Speeds, Low 0 - 25.2 mph High 0 - 40 mph Reverse 0 -21,,7 mph Limited Slip Differentiall Pear differential Lock FLUID CAPACITY Fuel Tank Capacity 8,6 Gal Cooling 6.8 gal, Engine Oil 4 qts Transmission Fluid 2,5 qua,ns Brake Fluid 9.5 ounces CARGO BOX Width 57,7in Length 40.5 in Depth 11,2 in Load Capacity 1000 lbs Load Capacity CA Models 600 lbs. Vol„ Capacity 15.2 cu ft Factory Spray -on Liner '1' Models Only DIMENSIONS Width 53.2 in Height 79,5 in Length 119.6 in ,,,Theei,base 80,5 ir Tow Capacity 2,000 lbs. -flat, Ground Clearance 9„air front, 9.9in rear Suspension Travel Yin front 8.5in rear Turning Radius 12.79 TIRES AND WHEELS ATV Tire 25)(10-12 HDWS 25 x 0- 1 2 KEY FEATURES Digital Multi -meter Front Independent Adjustable Suspension Rear Independent Adjustable Suspension Disc Brakes - FrortiRear Rear Brake Lights ,/ Front l„..E.D Headlights 2' Hitch Receiver„ Front and Rear Black deluxe 50/40 split bench seats Underseat Storage Compartments Additional Key Features Worksite Models Steering Front Bumper Gas Assist Bed Lift Glove Box Cover Additional Key Features Special Edition Deluxe Graphic Package Alloy Wheels Grey Graphite Seats Grey Shock Springs SAFETY' EQUIPMENT SAE ,12194 & OSHA 1928 POPS Dash -mounted Parking Brake Horn Spark Arrestor Muffler Retractable 3-punt Seat Belts Dryers Side Seatbelt Speed Rear Protection Screen Page 104 of TeL Tel. 763/ '4770 763/4/9-8200 5ax 952, 496- x 763 Fax , 3 479- TERMS DELiVERY PRICES QL'3iTEV3 ARE RTV-XG850W-A Base Price: $14,472,00 (1) INTERIOR REARVIEW MIRROR '77.00-VP081E,INTERIOR RE„ARV1E V/ MIRROR (1) SPORT ROOF 777 00-VP0800-SP(lRT ROOF (1) A -ARM GUARD FRONT K781 1-991 5E'-A-ARH GUARD FRONT 1 A -ARM GUARD REAR K781 80-A-ARM GUARD R E.AR 0) TAIL LAMP GUARD Kr 31 'I -99660-TAIL LAMP' GUARD (1) UNDER GUARD K781 1 -39240-UNDER GUARD (1) BUSH GUARD 578 11 -99230-BUSH GUARD 1) BED EXTENDER 578 1 -9957.093ED EXTENDER (1) POLY WINDSHIELD - HARD COAT (FLIP) 77700-VP38054")01,..Y WNDSHIELD - HARD COAT Fup) 'Suggested List. Price w/ Options: $16,421.00 Li 0,` $41.00 $332.00 $207,00 $207.00 $129„00 $152.00 $8?„00 $233.00 $566.00 EMERGENCY AUTOMOTIVE TECHNOLOGIES, INC_ 2755 Geneva Ave. North Oakdale, MN 55128 Name / Address SHAKOPEE FIRE DEPT. 485 GORMAN STREET SHAKOPEE, MN 55379 Quote Date Quote # 12/12/2019 DL121219-10 Ship To SHAKOPEE FIRE DEPT. 485 GORMAN STREET SHAKOPEE, MN 55379 P.O. No. Terms Due Date Account # Rep FOB NET 30 1/11/2020 DLL Oakdale,MN Qty Item Description U/M Price Total RIndrebo@ShakopeeMN.gov 1 VEHICLE KUBOTA SIDEKICK W/ROOF. 0.00 0.00 **TWO FRONT AND TWO REAR OF CAB**ONE ON EACH SIDE** 3 EMPS2STS4D SOUNDOFF MPOWER STUD MOUNT 99.96 299.88 LIGHTHEAD - RED/WHITE - 12 LED DUAL COLOR - EDGE BRACKET SOLD SEPARATELY 3 EMPS2STS4E SOUNDOFF MPOWER STUD MOUNT 99.96 299.88 LIGHTHEAD - BLUE/WHITE - 12 LED DUAL COLOR - EDGE BRACKET SOLD SEPARATELY **BRACKETS** 6 PMP2BKDGAJ SOUNDOFF MPOWER STUD MOUNT 4" 6.12 36.72 LIGHTHEAD BRACKET - 90 DEGREE DECK/GRILLE BRACKET 1 EX-MISC SUPPLY STANDARD SHOP SUPPLIES FEE FOR 100.00 100.00 GENERAL INSTALLATION AND WIRING MATERIALS 2 44116 WATERPROOF RED ROUND ROCKER 0.00 0.00 LIGHT - PANEL MOUNT - SPST - 25A @ 12VDC 1 LABOR-JORDAN LABOR CHARGE FOR SERVICES hr 1,210.00 1,210.00 PERFORMED: 2 EMPS2STS3R SOUNDOFF MPOWER STUD MOUNT 93.33 186.66 LIGHTHEAD - RED - 8 LED SOLID COLOR - EDGE BRACKET SOLD SEPARATELY 2 EMPS2STS3B SOUNDOFF MPOWER STUD MOUNT 93.33 186.66 LIGHTHEAD - BLUE - 8 LED SOLID COLOR - EDGE BRACKET SOLD SEPARATELY If you would like to turn this quote into an order, please let your sales rep know ASAP! Total $2,319.80 Page 105 of 316 TRAILER SALES ACE Trailer Sales State Contract Quote 7480 E County Rd 101 952-445-7043 Shakopee 651-438-8780 Hastings Name / Address Shakopee Fire Department 129 Holmes St S Shakopee, MN 55379 Date Estimate # 12/17/2019 31139 Rep Project PDT Qty Item Description Rate Total 1 1 1 7816 Option Deletion Discount STAX Aluma 7816 Tandem Utility Trailer 77" Wide x 16' deck Aluminum Frame & Deck Short Rail 7000 GVW Trailer 5400 lb Capacity Torsion Axles Electric Brakes 4 Recessed D-Rings Full width rear ramp Delete MN DOT Light package Scott County Transit Tax 5,991.00 203.00 -275.00 20.00 5,991.00T 203.00T -275.00 20.00 Subtotal $5,939.00 Sales Tax (0.0%) $0.00 Total $5,939.00 Page 106 of 316 Capital I provem P City of Shako eeH 11» esota Project # Equip-20-323 Project Name Fire: I oat & Trailer Type Equipment Useful Life 15 Category Fire Accounting Code 7800.1740 100032 Fund Capital Equipment Internal Servi Description Replace boat and trailer. Used for water rescue. ustification 2020 thru 2024 Department Equipment Internal Sell-v. Fund Contact Public Works Superintendent Priority 2 Important -'Provide Efficiencies/ Status Active II Replacement schedule: 15 years, Expenditures Equip/Vehicles/Furnishings Total Funding Sources Equipment Internal Service Fund Prior Prior 2020 2021 000 18,000 2020 18,000 2021 2022 2022 2023 2023 2024 2024 Total 18,000 Fu Future Budget Impact/Other Total 18,000 18,000 Total 18,000 18,000 106 Page 107 of 316 To: Dave Giddings 280 West 84th Street Bloomington, Minnesota 55420 52-888-4316 I r�r rrfrrr� % 0% r i�,ffr7rr From: John Snow Re: **Price Quote Date: January 22,2020 1) Zodiac MilPro Mark 2 GR, Red @ $8490.00 2) Mercury 30 hp motor, electric start, long shaft, gas assist tilt @$4009.00 3) Propeller and 6 gallon tank @ $255.00 4) Rigging and motor prep @ $ 400.00 5) Tiller seat with swivel seat with fuel tank storage underneath @$500.00 6) All incoming freight charges @$500.00 7) Shorelander custom trailer with load guides, double bunks and side step @$1895.00 8) Upgrade trailer to galvanized @$300.00 9) 12 volt running lights @ 600.00 10) Reflective glue on panels "Shakopee Fire" @$850.00 Price: $17,799.00 Page 108 of 316 *4.C.2. Shakopee City Council February 4, 2020 FROM: Dave Rutt, Street Supervisor TO: Mayor and Council Members Subject: Emergency repair for Lift Station No. 16. Policy/Action Requested: Authorize an emergency repair to Lift Station No. 16 that includes a sewage grinder replacement by Electric Pump in the amount of $37,713.58. Recommendation: Approve the purchase. Discussion: The city's primary sanitary sewer lift station (L- 16) exists with a sewage grinder installed in 2014. The sewage grinder is still in operation but is failing to a point where it must be immediately replaced, as to keep the pumps and valves free of clogs, as the lift station is currently operating with two of the three pumps. A new pump was approved by Council to be purchased in December of 2019. The sewage grinder is a different piece of equipment than a pump. This piece of equipment is in a manhole and grinds any debris in the sewage before it enters the wet well to be pumped out to the force main. An evaluation and feasibility study are currently underway for the upcoming L-16 Rehabilitation Project (SEWER- 19-001, see attached CIP summary sheet). But as indicated, the failed sewage grinder must be replaced immediately. The feasibility study has been advanced far enough to determine an appropriate sewage grinder replacement will be compatible with the upcoming and ultimate L-16 rehabilitation project. With that said, quotations were solicited and received as follows: Sewage Grinder Replacement Page 109 of 316 Electric Pump Franklin Miller $37,713.58 (JWC Channel Monster) $39,934.00 (Taskmaster Grinder) Accordingly, the low bid for the pump is from Electric Pump in the amount of $37,713.58. This estimate includes installation and setup costs. Budget Impact: Funding will be from the Sanitary Sewer Fund and included as part of the overall 2020 CIP project costs. ATTACHMENTS: D CIP Summary Sheet D Electric Pump Quote Page 110 of 316 Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Project # Sewer-19-001 Project Name Lift Station #16 Rehabilitation Accounting Code 5856/6856 Fund Sanitary Sewer Fund Description Department Sanitary Sewer Fund Contact Public Works Director Type Improvement Useful Life Category Sanitary Sewer Priority 1 Critical for Safety/Preservati Status Active Total Project Cost: $375,000 A feasibility study is being completed in 2019 to determine a detailed scope and cost for the rehabilitation needs of L-16. It is expected that pumps, motors and controls will need to be replaced, interior coating applications, ARC Flash improvements, building repairs, live well improvements, integration of the old lift house live well as a backup, demo of the old L-16 building, and emergency pumping improvements. Justification The ageing infrastructure (20+ years for many of the components) of L-16 must be kept in a high state of repair due to the significance and importance of this lift station, that serves a substantial portion of the community. The old building is not used, and the condition is such, demolition is in order. The wet well is used for storage in a backup situation and would be preserved. 40,000 40,000 Expenditures 2020 2021 2022 2023 2024 Total Construction/Maintenance Engineering/Administration 300,000 35,000 300,000 35,000 Funding Sources Total 335,000 335,000 2020 2021 2022 2023 2024 Total Sanitary Sewer Fund 335,000 335,000 Total 335,000 Budget Impact/Other 335,000 200 Page 111 of 316 Capital Improvement Plan City of Shakopee, Minnesota 2020 thru 2024 Department Sanitary Sewer Fund Contact Public Works Director Project # Sewer-19-001 Project Name Lift Station #16 Rehabilitation VIIIIIIIIIIIIIreuuuuuull IIIIIIIIIIIIIII 44104 III III y yl w r I�41I 1,III°1iIIII IIIII �ulll llllll 1"II IMIII (IIIIIIIIIIII° II11:111ulllll111' 1" uIIIlNIu"N uu 11111 Ili I° 11I I VIIIIIII p i 'Iuulll IIIIIIII �uIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIWI hulllll � f �I111Illlm IhLI�p�II ull uI I Y�Y ai hllllll I I r� ��i///I I "'W J�� Dill R NNl""'IIIIIII (IIIIIIIIIIIII IWWII uuuuNnououuouo 1(IIIIIIIIIIIIIIIIIIIIN 11 1111IIIII d1NIVo lomool000lll lllllllllllllllllopl IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I�IIIIIIIIIM�MIIII� IIIIIIIIIIIIIIII��„�,,, IIIIIIII MII'�IIIIII IIIIIIIII IIII IIIIIIIIIIIIN uuuuuullll Illy M�IIIIouI�I� BIN IIIIVI Ilu I uum "Imummlu� uul 11 (IIII I �Iuuu I I I II I (IIIIIIIII III Iu I II IIII II� � IIII�II III IIIIIIII�I��I IIIIIIIII IV ulllll I IIIIIIIII'!( WIIIIIwlhliiilIlullll 1'�lull VIIIIII�IIIIII u�lllll�llll V Sul I u I I II IIIII^I III WY ��GG tim II ,.. 1 i1 ilillu ��VVW�IIIIIIIII illy V 'i'I'^IIIII'illlllllliilllllllillllllil�lllllllllll�III(IIIII�IIII�p�IIup�p II�NII � � I IIII. II IIIII I ""� I boom uuuum uuml 1III111I1111iiiiiiiiiiiiiiiii19Piiiiiiil� Mllllllll Il l ll IIIII uulll IIIII III IV ulllll IIIIIIIII I�h 1'llll' II IIn1 �Illlluu uulu a III ����� ��.AN uuuVuli ���uu III�uIIIIIIVu�� I..... I � uuu "uuu 111'1Ill111VtIVIII JECT LOCATION IIIIIIIIIIII ul IIuiVIVIt,IuVI II11IIII umli NI�il�li Iilulim mumup ��NI lull (IIIII ml p I��IMIIIIIIIIMII MII I I11VINu �IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII II MMIIIN II t�MMllllllllllllllllll�llllll IIIVM �I 111111N�II 11,11 lll� I i' l M�III � IIIIUIpIpI IVIV I l�III IIIII Iluil�wnuulVW��llluuuulglllll� ���II �I I I IIIII III Illluol' I IiuuIIlllumpMlllllllm 1u1611u1 IIII uu 1 iiI!:111pllilutl'o III (IIIII Ilutllllllllll 1IIIII'llll1ll 1ullu Phdulll yl��Ip111��u�lll I '.II..I....... Ii . WV. IVIIu(IIIIIIIIIIIIIIIII li iuu° w III III III uuuuuululnhuuuulei I III uul�Mlpmuou tlI IIIIIIIIIIVI IIII""'iiiilllull 1pllu °uuuuu IIII° 1' q IIIIuuulIulVllu' � uu ullllf�mml ul u IIu" 1 ��ilII ' „1 1I11'dolu II"I� III 'Ili I u' II III Iuuuuuuw IuII uIIIIIIIIIiullllll III gl 1Illll, iINluuu VIµby IIIIIIIIIIIIIII III IIIIIIIIIIIuuuuluu0u �� IIII °IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII III d.v uqu illh uuu°°°' IIII IIIII IIIII Page 112 of 316 QUOTATION Page: ELECT C U P QUOTED TO: CITY OF SHAKOPEE 485 GORMAN ST. SHAKOPEE, MN 55379 CONFIRM TO: DAVE RUTT CUSTOMER P.0, ITEM NUMBER 201 4th Ave SW New Prague, MN 56071 USA Telephone: (952)758-6600 / FAX (952)758-7778 Toll Free 1-800-536-5394 www.electricpump.com SHIP VIA BEST WAY UNIT ORDERED F.O.B. SHIPPED QUOTE NUMBER: QUOTE DATE: EXPIRE DATE SALESPERSON: CUSTOMER NO: QUOTED BY: JOB LOCATION CITY OF SHAKOPEE 485 GORMAN ST SHAKOPEE, MN 55379 0179353 1/22/2020 2/22/2020 STEVEN FORSYTHE 0016801 ATT L16 REPLACEMENT IN *** QUOTE ORDER - DO NOT PAY*** TERMS NET 30 DAYS BACK ORDER CHANNEL MONSTER REPLACEMENT UNIT IS 6-8 WEEKS OUT ARO. *CDD 8 0-XDS2.0 EACH 1,00 0.00 0.00 JWCE CHANNEL MONSTER 7T Cam Cutters 1:1 Stack Hardened Alloy STL Buna N Elastomers Cork & Rubber Gaskets Drum Side Rails Motor Type Electric New IMM Motor 5 HP, 460V New Spool With 1/2" Perforated Drum /RRTK HOUR 2,00 0,00 0.00 REPAIR & REPLACE-TONY K. /CPEP HOUR 2.00 0.00 0.00 CONTROL PANEL - ERIC PIKAL /TCTK EACH 0,75 0.00 0.00 TRIP CHARGE-TONY K. /TCEP HOUR 0.75 0,00 0.00 TRIP CHARGE - ERIC PIKAL /MITK MILE 42,00 0.00 0.00 MILEAGE-TONY K. New Reducer 29:1 THIS QUOTE DOES NOT INCLUDE FREIGHT. PRICE 36,935.00 DAVE IF YOU HAVE ANY QUESTIONS REGARDING THIS QUOTE OR IF YOU WOULD LIKE TO GO AHEAD WITH AN ORDER PLEASE FEEL FREE TO CONTACT US THANK YOU, ADAM THORESON adamt@electricpump.com 135.00 150.00 135.00 67.50 1.35 AMOUNT 36,935.00 270.00 300,00 101.25 50.63 56,70 Page 113 of 316 *** Continued *** QUOTATION Page: 2 201 4th Ave SW New Prague, MN 56071 USA Telephone: (952)758-6600 / FAX (952)758-7778 Toll Free 1-800-536-5394 QUOTED TO: CITY OF SHAKOPEE 485 GORMAN ST. SHAKOPEE, MN 55379 CONFIRM TO: DAVE RUTT CUSTOMER P.O. SHIP VIA BEST WAY ITEM NUMBER UNIT ORDERED www.electricpump.com F.O.B. QUOTE NUMBER: 0179353 QUOTE DATE: 1/22/2020 EXPIRE DATE 2/22/2020 SALESPERSON: STEVEN FORSY' CUSTOMER NO: 0016801 QUOTED BY: ATT L16 REPLACEMENT J\ JOB LOCATION: CITY OF SHAKOPEE 485 GORMAN ST. SHAKOPEE, MN 55379 *** QUOTE ORDER - DO NOT PAY*** TERMS NET 30 DAYS SHIPPED BACK ORDER PRICE AMOUNT CC: STEVEN FORSYTHE 612-840-9499 All return goods must have written approval from Electric Pump, Inc. before returning. Credit will not be issued without written approval and if applicable there will be a Restock Fee. ABOVE PRICING EFFECTIVE FOR 30 DAYS Net Order: Less Discount: Freight: Sales Tax: Order Total 37,713,58 0.00 0.00 0.00 37,713,58 Page 114 of 316 7.A. Shakopee City Council February 4, 2020 FROM: Ryan Halverson, Assistant City Engineer TO: Mayor and Council Members Subject: 2020 Full -Depth Pavement Reconstruction Project Policy/Action Requested: Approve Resolution R2020-009, ordering improvements and preparation of plans and specifications for the 2020 Full -Depth Pavement Reconstruction Project, CIF-20-004. Recommendation: Approve Resolution R2020-009. Discussion: On December 3, 2019, City Council ordered the feasibility report for the 2020 Full -Depth Pavement Reconstruction Project. The report was completed and received by City Council on January 21, 2020. An informational meeting was conducted on January 27, 2020, for the property owners affected by the proposed project. The residents in attendance were provided an overview of the project; an opportunity to discuss the roadway design; and the opportunity to provide additional information about their neighborhood and properties relative to the project. In addition, a brief questionnaire was mailed to property owners asking for information specific to the street, storm water drainage and utilities in their neighborhoods. Attached to this memo is a Feasibility Report Amendment Memo that summarizes the discussion during the open house, a copy of the survey mailed to residents and a compilation of all comments received during the public engagement process. In accordance with Minnesota Statute 429 and City Resolution R2020-009, a Public Hearing for the 2020 Full -Depth Pavement Reconstruction Project, CIF-20-004, is scheduled for this evening, February 4, 2020. Proper publication and notice for the improvement hearing have been provided. Page 115 of 316 City Council is recommended to conduct a public improvement hearing for the proposed improvements associated with the 2020 Full -Depth Pavement Reconstruction Project. Once the improvement hearing has been conducted, Council is recommended to consider ordering the improvements in accordance with Resolution R2020-009 and to prepare the plans and specifications for the project. A presentation of the project will be made at the public improvement hearing. This project is not a petitioned improvement; therefore, adoption of the resolution ordering the improvement requires a 4/5ths vote. Budget Impact: The estimated total project cost is $2,799,500, which includes construction costs, contingency and engineering/administration/legal costs. Table 1 provides the estimated amounts per the 2020 Capital Improvement Plan compared to the updated amounts per the attached feasibility report. Table 1. Cost and Funding Summary COSTS Construction Cost Contingency (8%) Subtotal Eng/Admin/Legal Total Project Cost FUNDING Special Assessments Capital Improvement Fund Sanitary SewerFund Storm Drainage Fund Shakopee Public Utilities Total Funding CIP Estimate $ 2,040,000 $160,000 $ 2,200,000 $150,000 $ 2,350,000 $ 660,000 $ 1,650,000 $ 10,000 $ 20,000 $ 10,000 $ 2,350,000 Feasibility Estimate $ 2,450,000 $ 195,800 $ 2,645,800 $ 153,700 $ 2,799,500 $ 729,200 $ 1,899,800 $ 5,750 $ 159,000 $ 5,750 $ 2,799,500 The current estimate exceeds the CIP budget by $449,500 (19.1 percent). However, it is recommended to proceed with the project with the understanding that actual project costs will be determined once the project is bid, possibly resulting in a lower overall project cost. Project cost increases are mostly a result of including a 1-ft subcut/sand section under the Page 116 of 316 rural residential roadway project areas. Included in the resolution is new funding language that would allow the city to reimburse project costs from future bond proceeds. This language allows for greater flexibility in funding current and future projects, should the city desire or need this in the future. The additional language allows the city a period of up to three years to issue and reimburse itself with bond proceeds. The language does not change the requirements or administrative process for issuing debt. All debt issuance will still require separate approval by the City Council. ATTACHMENTS: D Resolution R2020-009 D Feasibility Report - 2020 Full -Depth Pavement Reconstruction D Feasibility Report Amendment Memo D Powerpoint Presentation Page 117 of 316 RESOLUTION R2020-009 A Resolution Ordering Improvements and Preparation of Plans and Specifications for the 2020 Full -Depth Pavement Reconstruction Project CIF-20-004 WHEREAS, Resolution R2020-003 adopted on January 21, 2020, set a date for City Council to hold a Public Hearing on the proposed improvement for the 2020 Full -Depth Pavement Reconstruction Project; and WHEREAS, ten days published notice of the hearing through two weekly publications of the required notice was given and the hearing was held on the 4th day of February 2020, at which all persons desiring to be heard were given an opportunity to be heard; and WHEREAS, the City expects to incur certain expenditures that may be financed temporarily from sources other than bonds, and reasonably expects to reimburse itself for such expenditures from the proceeds of tax-exempt bonds, the debt service of which is expected to be paid from property taxes, special assessments, utility fees, or any other available funds. The maximum amount of bonding obligations expected to be issued for such project is $2,793,750. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA, THAT: 1. The improvements are necessary, cost effective and feasible and are ordered as hereinafter described as the 2020 Full -Depth Pavement Reconstruction Project. 2. The City Engineer is hereby designated to proceed with this improvement and shall prepare plans and specifications for the making of such improvements. 3. The work of this project is hereby designated as part of the CIF-20-004 Public Improvement Program. 4. The City Council shall let the contract for all or part of the improvements as authorized by Minnesota Statutes 429.041, no later than three years from the date of adoption of this resolution. 5. Pursuant to Section 1.150-2(d) of the Treasury Regulations, the City Council declares its official intent to reimburse itself for the costs of the improvements from the proceeds of tax-exempt bonds. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of , 2020. Mayor of the City of Shakopee ATTEST: City Clerk ENG\Administration\City Council\2020\2020 Full -Depth Recon\Public Hearing 0113ggitrilvgiePf 316 January 2020 Feasibility Report Full -Depth Pavement Reconstruction - Park Ridge Drive - Sarazin Street - Promise Avenue, Peace Avenue, Peace Circle, Dominion Lane, Chateau Avenue, and Leavitt Woods Lane - Vista Ridge Lane and Westridge Drive - Montecito Drive - Stagecoach Road (postponed to future) Street Improvements and Appurtenance Work 1111 uiiillll11I I,IIIIIIIIIIN111111111111I111111111111111111I1I1IIIII111„1ll .111101 III 111111111111 111 111 �ulllllllllllllll�ll i ! 1 I IptpMEMMEENEINfliIIIIIIIIIIIIII II I� IIIIIIIIIIIIII�IIIII Illlll�lllll�lll�ll�ii Aioogi \ ),,i1r0106,,, �j �gpj] l'�111Irr ��ul NuIIINNNIIIIIIIIIllll6ip011° HIuuuluuiuuuiilluuuullM1 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 °��b'MuIV�Iiy�rAf( o <n,ofi�u�Llu/� Page 119 of 316 FEASIBILITY REPORT FOR 2020 FULL -DEPTH PAVEMENT RECONSTRUCTION SHAKOPEE, MINNESOTA 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. Ryan Halverson Date Jan 21, 2020 License No. 49803 Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 120 of 316 Page 1 FEASIBILITY REPORT 2020 FULL -DEPTH STREET RECONSTRUCTION - Park Ridge Drive - Sarazin Street - Promise Avenue, Peace Avenue, Peace Circle, Dominion Lane, Chateau Avenue, and Leavitt Woods Lane - Vista Ridge Lane and Westridge Drive - Montecito Drive - Stagecoach Road (postponed to future) City Project Number CIF-20-004 JANUARY 2020 Prepared By: City of Shakopee Engineering Department 485 Gorman Street Shakopee, MN 55379 (952) 233-9300 (952) 233-3801 (Fax) Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 121 of 316 Page 2 EXECUTIVE SUMMARY The intent of this section is to highlight the important issues of this project. More detailed information is contained in the body of the report. On Dec 3, 2019, City Council ordered the preparation of a feasibility report to analyze the full -depth pavement reconstruction of multiple streets throughout the City of Shakopee because of substantial pavement distress and failure. The recommended improvements consist of reconstructing the streets, upgrading all pedestrian curb ramps in the project area to meet ADA compliance and storm drainage improvements. The estimated costs for the proposed improvements are as follows: COSTS: Street Improvements $ 2,629,000 Storm Sewer Improvements $ 159,000 Water main Improvements $ 5,750 Sanitary Sewer Improvements $ 5,750 TOTAL PROJECT COST $ 2,799,500 The project is proposed to be funded as follows: FUNDING: Assessments $ 729,200 Capital Improvement Fund $ 1,899,800 Storm Drainage Fund $ 159,000 Shakopee Public Utilities $ 5,750 Sanitary Sewer $ 5,750 TOTAL PROJECT COST $ 2,799,500 The project funding and costs are estimated higher than the Capital Improvement Plan budget. Stagecoach Road improvements have been eliminated from the 2020 project, postponing this portion to better coordinate a future project with possible adjacent land development and a future trail project. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 122 of 316 Page 3 1. BACKGROUND On Dec 3, 2019, the City Council ordered the preparation of a feasibility report to analyze the Full -Depth Pavement Reconstruction of the following streets: - Park Ridge Drive - Sarazin Street from St. Francis Avenue to Valley View Road - Promise Avenue, Peace Avenue, Peace Circle, Chateau Avenue, Dominion Lane and Leavitt Woods Lane - Vista Ridge Lane and Westridge Drive - Stagecoach Road (postponed to future) This report was prepared in response to City Council's direction to prepare a feasibility report and will determine the feasibility and cost effectiveness of reconstructing the above -mentioned streets. All existing infrastructure elements (street, utilities, street lighting, etc.) within the project area were evaluated as part of this report. The report will provide a description of the proposed improvements, a cost estimate, a cost apportionment and a preliminary assessment roll. This project is included in the City's Proposed 2020 Capital Improvement Program. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 123 of 316 Page 4 two,''rBCI, ., Tam 4,222, 1,2E1 rarar2rxrar2rxrar2rxrar2rxrar2rxrarr2rar2ta rrIm N,C221,21,2212,1,10222E0 w 0 cc 0 Iurua'uMiuuM atr, Veal IIIWiu�d�UIV LU .f uJ w "LLM - CL 41-1 ut = > 1,1J >'U'<2 0 2020 FULL -DEPTH PAVEMENT RECONSTRUCTION P 1' OJE T AREA MAP p�ouoimommral�rpom�ru�a EOX4 DATE JAN 2020, DRAWN IBY ME SHAKOPEE ENGINEERING DUARTMENT Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 124 of 316 Page 5 A. EXISTING CONDITIONS The streets within the proposed project area were constructed between 1973 and 1999, resulting in the existing street pavement being in service for approximately 20-47 years. Maintenance and improvements to the streets in the different project areas have varied including crack sealing, seal coats and heavy patching in some areas in recent years. Park Ridge Drive is a 37-feet wide asphalt roadway. This street exists with concrete curb and gutter and storm sewer for surface water drainage (see Appendix A, Figure Al — Area A). The bituminous asphalt surface has deteriorated significantly. There is also a significant amount of curb and gutter that has cracked, settled and holding standing water. The roadway in this area was last constructed in 1979. Sarazin Street is a 45-feet wide bituminous asphalt roadway. This street has concrete curb and gutter, including storm sewer for surface water drainage, an 8- foot bituminous trail exists on the east side and a 5-foot concrete sidewalk on the west (see Appendix A, Figure Al — Area 6). Sarazin Street is generally flat, and the bituminous asphalt roadway and trail show significant deterioration. The concrete curb and gutter is generally in good shape. The roadway in this area was last constructed in 1999. The Dominion Hills roadways within the project area are 28-feet wide bituminous asphalt, with rolling hills and windy curves with 5-foot aggregate shoulders and drainage ditches on both sides of the road (see Appendix A, Figure A2 — Area C). The roadway's bituminous asphalt pavement has failed and is showing significant fatigue and distress. In addition, the subgrade is pumping and rutting into the aggregate and bituminous surface in several locations. The roadways in this area were originally constructed in 1992. The Westridge Bay Estates roadways are 28-feet wide, rolling hills and have 5-foot aggregate shoulders and drainage ditches on both sides of the road (see Appendix A, Figure A3 — Area D). The roadways bituminous asphalt surface has significant deterioration and is showing fatigue and distress. The roadways in this area were last constructed in 1997. Montecito Drive roadway is 28-feet wide bituminous asphalt and generally flat (see Appendix A, Figure A3 — Area E). The roadway was constructed between 1973 and 1977 and the bituminous asphalt pavement has significantly deteriorated and is showing fatigue and distress. There are no ditches or gravel shoulders in this project area. Stagecoach Road street width varies from 31-feet to 59-feet wide. This roadway has a concrete median with tip out curb for approximately 600 feet starting at the intersection of HWY 101 and Stagecoach Road. The rest of the roadway is a rural Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 125 of 316 Page 6 street section. The roadway is generally flat and has 3-foot aggregate shoulders and drainage ditches on both sides of the road. This area was last constructed in 1998. The bituminous asphalt pavement has significantly deteriorated and is showing fatigue and distress. A geotechnical investigation was performed for the project to obtain and analyze soil samples up to 12 feet below the street pavement. The geotechnical evaluation report contains information regarding the subsurface soil and groundwater conditions and includes appropriate design and construction recommendations. Soil borings indicate the following soils: Park Ridge Drive has generally good sandy soils, and some poor soils containing silt near the intersection of Hauer Trail. Sarazin Street has generally good sandy soils. Borings in the Dominion Hills neighborhood shows varying soils from good to poor condition, including sand and gravel, sandy clay and clayey/silty soils with some sand gravel pockets with varying amounts of moisture. In the West Ridge Lake Estates neighborhood, borings indicate poor soils consisting of sandy silt and clayey/sandy silt. Borings were not performed in Montecito Drive, but it is anticipated that soils similar to the other neighborhoods will be encountered, based on the area soil survey maps. B. PROPOSED CONDITIONS Based on age and condition of the existing bituminous asphalt surfaces throughout the project areas, complete replacement of the street section is warranted. The proposed street reconstruction will provide benefits, such as, reduced maintenance costs, improved pavement section to match today's standard and performance, improved subsurface drainage system where needed and improved aesthetics. Proposed street improvements include full depth reconstruction for the following proposed streets: Proposed street improvements for Park Ridge Drive include reconstruction of the bituminous asphalt surface to a 4-inch asphalt bituminous surface, 8-inch reclaimed aggregate base (see Appendix A, Figure Al — Area A). Some subgrade excavation and a 1-foot sand section is expected near the intersection of Hauer Trail. Subsurface drain tile will be installed under sand subgrade section to drain the subgrade. The existing curb and gutter will be replaced (spot repairs) where significant cracks, settlement and ponding of water occurs. The roadway will remain 37-foot wide from back of curb to back of curb. Pedestrian curb ramps in the project area will be replaced to meet ADA compliance. Proposed street improvements for Sarazin Street include reconstruction of the bituminous asphalt surface to a 5-inch asphalt bituminous surface and 10-inch reclaimed aggregate base to match the existing section. Sarazin Street is a designated State Aid roadway and requires an increased pavement section design due to higher traffic volumes and accommodation of heavier vehicles. The roadway will remain 45-foot wide from back of curb to back of curb (see Appendix Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 126 of 316 Page 7 A, Figure Al — Area B). Minimal curb and gutter replacement (spot repairs) will be performed as necessary for broken or settled panels. Full -depth reclamation of the existing trail that runs along the east side of Sarazin Street is also proposed and pedestrian curb ramps in the project area will be replaced to meet ADA compliance. Proposed street improvements for the Dominion Hills project area include reconstruction of the bituminous asphalt surface to a 4-inch asphalt bituminous surface, 8-inch reclaimed aggregate base, a 1-foot sand section and a geotextile fabric. The roadway will be rebuilt to the same 28-foot wide surface and replacing 3-feet of the existing shoulder (see Appendix A, Figure A2 — Area C). Additional subgrade excavation below 1-foot may be needed for portions of the neighborhood where wet subsoil is encountered. This will be evaluated in the field and performed where necessary. Subsurface drain tile will be installed at key locations to drain the sand subgrade section. Proposed street improvements for the Westridge Bay Estates project area include reconstruction of the bituminous asphalt surface to a 4-inch asphalt bituminous surface, 8-inch reclaimed aggregate base, a 1-foot sand section and a geotextile fabric. The roadway will be rebuilt to the same 28-foot wide surface and replacing 3-feet of the existing shoulder (see Appendix A, Figure A3 — Area D). Subsurface drain tile will be installed under the roadway to drain the sand subgrade section. Proposed street improvements for the Montecito Drive project area include reconstruction of the bituminous asphalt surface to a 4-inch asphalt bituminous surface, 8-inch reclaimed aggregate base, a 1-foot sand section and a geotextile fabric. The roadway will be rebuilt to the same 28-foot wide surface and establish turf to match existing conditions (see Appendix A, Figure A3 — Area E). Subsurface drain tile will be installed under the roadway to drain the sand subgrade section. No street improvements are recommended for Stagecoach Road at this time. It is proposed to reprogram the reconstruction of Stagecoach Road within the next few years. Recently, an adjacent land owner and developer has approached the City for potential redevelopment of a 56-acre site adjacent to Stagecoach Road. The proposed site would need a roadway connection to Stagecoach Road, creating the need to realign the median portion of Stagecoach Road near the intersection of County Road 101. A traffic study is currently underway. In addition, the City's Park Master Plan has identified a future regional bituminous trail along Stagecoach Road. Delaying the reconstruction of Stagecoach Road would allow staff time to better coordinate the realignment of the roadway, plan for construction of the regional trail and minimize the amount of temporary throw- away construction work. Stagecoach Road will require some reasonable maintenance and patching in order to extend the life of the roadway. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 127 of 316 Page 8 It should be noted that detailed property surveys will not be performed, and when constructing the new driveways, the replacement generally matches existing driveway locations and widths. It is not the intent under this project to verify or fix driveway -property line issues, which sometime exist. Rather, the construction under this project generally occurs within city right-of-way. Other improvements include the reconstruction of the ends of driveways, replacement of landscaping elements and repairing irrigation systems that are impacted. Disturbed boulevard areas along Sarazin Street, Dominion Hills and Westridge Lake Estates will be restored with a compost -topsoil blend, seed and hydro -mulch. Sod will be used for turf restoration along Park Ridge Drive and Montecito Drive. The total estimated project cost for the proposed street improvements is $2,619,000. 3. STREET LIGHTING SYSTEM A. EXISTING CONDITIONS The street reconstruction program has historically included the replacement of street lights located inside or immediately adjacent to the project area. All street lights throughout the project areas have been evaluated for existing condition and potential replacement. Park Ridge Drive has two (2) cobra -head type fixtures with LED lights located on multi -use type wood poles with overhead utilities. One is located just before the cul-de-sac bulb and the other at the intersection of Hauer Trail. Along Sarazin Street, there are two (2) collector style free-standing fiberglass street light poles with cobra -head type fixtures, LED bulbs and underground service located at the intersections on each end on the project. In the Dominion Hills neighborhood, there are fourteen (14) free-standing fiberglass street light poles with lantern type fixtures, LED bulbs and underground service located at intersections, cul-de-sacs and spaced evenly throughout the neighborhood. The West Ridge Lake Estates neighborhood has six (6) free-standing fiberglass street light poles with lantern type fixtures, LED bulbs and underground power service located at intersections, cul-de-sacs and spaced evenly throughout the neighborhood. In addition, there are two (2) cobra -head type fixtures with LED lights and underground service located on multi -use type wood poles with overhead utilities located at the intersections with County Road 14. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 128 of 316 Page 9 Montecito Drive has two (2) cobra -head type fixtures with LED lights located on multi -use type wood poles with overhead utilities. Both are located at the intersections with the CSAH16 frontage road. The only lighting along Stagecoach Road is at the intersection of County Road 101, with cobra -head type fixtures mounted on top of each traffic signal. B. PROPOSED STREET LIGHTING IMPROVEMENTS There are no proposed improvements to the street lighting recommended with this project. There may be a need to relocate street lights or underground wiring to accommodate the reconstruction of the roadways or pedestrian facilities, so it is proposed to include some budget for these minor relocation efforts. This will be determined in final design and eliminated if relocation is not necessary. The total estimated project cost for the street lighting improvements is $10,000. 4. STORM DRAINAGE AND TREATMENT SYSTEM A. EXISTING CONDITIONS The storm drainage system in Park Ridge Drive is located within the Lower Minnesota River Watershed District. The existing storm drainage system in the project area consists of concrete curb and gutter, storm sewer catch basins and reinforced concrete pipe. The surface water within the project area is collected in the storm sewer network that is directed into the Upper Valley Drainage Ditch and ultimately flows to the Minnesota River. This storm sewer system was installed in 1979. The existing storm drainage system in the Sarazin Street project area consists of concrete curb and gutter, several catch basins and a reinforced concrete pipe network that drains into detention ponds in the surrounding neighborhood area. This storm sewer system was installed in 1999. The existing storm drainage system in the Dominion Hills project area consists of ditches along both sides of the roadways, concrete pipes under the roadway and corrugated metal culverts under driveways, discharging stormwater into detention ponds and natural wetlands located throughout the project area. The existing storm drainage system in the Westridge Lake Estates project area consists of ditches along both sides of the roadway, concrete pipe under the roadway and corrugated metal culverts under driveways, passing stormwater overland towards Lake O'Dowd on the north side of Vista Ridge Lane and wetlands adjacent to the development on the south side of the roadway. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 129 of 316 Page 10 The existing storm drainage system in the Montecito Drive project area consists of overland flow, sheeting along the edge of the roadway, as well as ditch along the north side of Eagle Creek Blvd that eventually drains over land and ultimately to Dean Lake. The existing storm drainage system in the Stagecoach project area consists of a ditch along both sides of the roadway, concrete pipes under the roadway and corrugated metal pipes under driveways, flowing overland and ultimately discharging stormwater into the Minnesota River. B. PROPOSED DRAINAGE IMPROVEMENTS Storm drainage improvements will be made to the existing system of Park Ridge Drive, with the installation of new storm sewer catch basins near the intersection of Hauer Drive (see Appendix A, Figure Al — Area A). The improvement of the drainage system through installation of additional storm sewer catch basins and a sump manhole will help maximize storm water intake capacity and provide some treatment to the water before discharge to the Upper Valley Drainage Ditch. No storm drainage improvements are needed or proposed for Sarazin Street, the Dominion Hills project area and the Westridge Lake Estates project area, other than minor repairs. No significant storm drainage improvements are proposed for Montecito Drive. With final design, staff will evaluate the potential addition of a modified bituminous curb along the edge of the roadway to collect and convey stormwater. Storm drainage improvements to Stagecoach Road are proposed to be delayed and evaluated with the future roadway project. The total estimated project cost for the proposed storm sewer improvements is $159,000. 5. SANITARY SEWER SYSTEM A. EXISTING CONDITIONS The existing sanitary sewer collection system within the Park Ridge Drive project area consists of 8-inch diameter polyvinyl chloride pipe (PVC) sewer main (see Appendix A, Figure Al — Area A). The sanitary sewer main under Park Ridge Drive was constructed in 1979. There is no existing sanitary sewer main in the Sarazin Street project area. All adjacent properties have sanitary sewer service available from different street frontages. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 130 of 316 Page 11 A lateral sanitary sewer system has not been extended to the Dominion Hills, Westridge Lake Estates and Montecito Drive project areas. Within the project area, residents are responsible for maintaining a private septic system. The existing sanitary sewer collection system within the Stagecoach Road project area consists of a 3-inch sanitary sewer force main with individual grinder pumps for each adjacent property. The sanitary sewer force main system was constructed in 2014. B. PROPOSED SANITARY SEWER IMPROVEMENTS Sanitary sewer main in Park Ridge Drive was recently video televised and found the sanitary sewer main is in good condition. No upgrades are planned for Park Ridge Drive with this project. Sewer could be extended to the Dominion Hills area from the east once that land is developed, which is expected to occur in five or more years. No upgrades are planned for the Dominion Hills project area as part of this project. It is expected that residents in the project area will remain on private septic system for the next 25 plus years. Sanitary sewer trunk systems are not available anywhere near the Westridge Lake Estates development. No upgrades are planned for this project area. It is expected that residents will remain on private septic system for the next 25 plus years. No development is occurring in the area of the Montecito Drive project area. There are no plans for a sanitary sewer system to be extended to Montecito Drive in the near future. It is expected that residents in the project areas will remain on private septic system for the next 25 plus years. The current sanitary sewer system along Stagecoach Road is adequate and is in good condition. It should be noted that there is a small portion of the force main that is shallow and will require additional insulation cover to prevent the sewer main from freezing with the future roadway project. Several manholes along Park Ridge and Sarazin Street will require adjustment to the final bituminous surface and will received external ring seals with the project. The total estimated project cost for the proposed sanitary sewer improvements is $5,750. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 131 of 316 Page 12 6. WATER SYSTEM A. EXISTING CONDITIONS The existing water main system in the Park Ridge Drive project area is 6-inch diameter ductile iron pipe (see Appendix A, Figure Al — Area A). The water main in this area was constructed in 1979. The existing water main system in the Sarazin Street project area is 12-inch ductile iron pipe between St. Francis Avenue and Valley View Road (see Appendix A, Figure Al — Area B). The water main in this area was constructed in 1999. A lateral water system has not been extended to the Dominion Hills area of the project area. Within the project area, residents are responsible for their private well system. The existing water main system in the Westridge Lakes Estates neighborhood is a private system underneath the roadways. The water main system consists of 8- inch ductile iron pipes (see Appendix A, Figure A-3 — Area D). The water main in this area was constructed in 1993. The homeowners' association owns and maintains the private water main system. A trunk water main system exists along the north side of CSAH16. Water main has not been extended to the Montecito Drive project area. Within the project area, residents are currently responsible for their private well system. The existing water main system in the Stagecoach Road project area is 12-inch ductile iron pipe. The water main under Stagecoach Road was constructed in 1981. B. PROPOSED WATER MAIN IMPROVEMENTS The water department at Shakopee Public Utilities (SPU) has reviewed the condition of the water main system in all of the project areas and has made the following recommendations: The water main system in the Park Ridge Drive project area is in good condition and no improvements are proposed. The water main system in Sarazin Street is in good condition and no improvements are proposed. Water main could be extended to the Dominion Hills area from the east once that land is developed, which is expected to occur in five or more years. No upgrades are planned for the Dominion Hills project area as part of this project. It is Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 132 of 316 Page 13 expected that residents in the project area will remain on private wells for the next 25 plus years. The current water system In the Westridge Lake Estates neighborhood is expected to be in good condition. However, the City is coordinating with the Homeowners Association in the Westridge Lake Estates project area for any potential upgrades or repairs to their private water main system prior to the start of the roadway project. The extension of watermain to the Montecito neighborhood is not proposed at this time due to the lack of sanitary sewer in the area. It is expected that residents will remain on private wells for the next 25 plus years. The water main system in, and along Stagecoach Road is in good condition and no improvements are proposed. Several gate valves in Park Ridge Drive, Sarazin Street and Westridge Lake Estates will require adjustment to the final grade of the bituminous asphalt surface. The total estimated project cost for the proposed water main improvements is $5,750. Any cost pertaining to water main improvements in the Westridge Lake Estates area would be borne by those residents. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 133 of 316 Page 14 7. RIGHT-OF-WAY AND EASEMENTS All public infrastructure owned, maintained and operated by the City throughout the Sarazin Street, Dominion Hills, Westridge Lake Estates and Montecito Drive project areas is located within City right-of-way or easements. No additional easements for any existing or proposed improvements located within the roadway will be needed. A portion of the Park Ridge Drive cul-de-sac appears to be constructed outside of platted right-of-way (See Figure 2). Staff will be working with the city attorney to perform a title search to ensure that proper right-of-way or easements exist. If additional roadway easements are needed, city staff will work with the attorney and the adjacent residents to secure the proper roadway easement. The potential cost of purchasing these roadway easements would fall within the contingency budget requested with the approval of this project. 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SPECIAL ASSESSMENTS — STREET IMPROVEMENTS In accordance with the City's Special Assessment Policy, 30 percent of the project costs for the street improvements and street lighting are proposed to be assessed. The remaining 70 percent of the project cost for the proposed street improvements and street lighting will be funded by the Capital Improvement Fund. All other utility improvements are proposed to be funded out of their respective utility fund and are not assessed. Any cost pertaining to water main improvements in the Westridge Lake Estates area would be borne by those residents. All of the project areas listed in this report are proposed to be bid together for better economy of scale pricing. Due to the varying size of lots, roadway widths and proposed improvements, each neighborhood will be assessed based on the actual cost of the street improvements specific to each neighborhood. Sarazin Street is proposed to be assessed on a front footage basis. An assessment rate (cost per front foot) is calculated by dividing 30 percent (per assessment policy) of the total cost of assessable street improvements by the total front footage of assessable lots benefitting from the improvement (see Figure 3, Assessment Maps). Total Assessable Street Improvements = $158,960 30% of Assessable Street Improvements = $47,688 Total Front Footage = 1,348 feet Cost per Front Foot = $35.38 / foot Note: Sarazin Street is a State Aid collector street and will be assessed to the equivalent local street cost (per assessment policy). All street oversizing costs associated with collector streets will not be assessed, including the bituminous trail. Sarazin Street is proposed to be reconstructed 45 feet wide, where the local street equivalent would be 37 feet wide. It should also be noted that the frontage along the east side of Sarazin Street exists as rear lot frontage and will not be assessed to those properties. The Capital Improvement Fund will fund that portion accordingly. For all of the other project areas, it is proposed to be assessed on a cost per lot basis. An assessment rate (cost per lot basis) is calculated by dividing 30 percent (per assessment policy) of the total cost of assessable street improvements by the total number of assessable lots benefitting from the improvement (see Figures 2, 4, 5 and 6, Assessment Maps). Corner lots that only have improvements made to one street will be assessed a rate of one-half that of an interior lot. A corner lot is defined as a lot of record with two sides adjacent to existing City streets. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 135 of 316 Page 16 The estimated per lot basis assessment rates for each of the four areas within the project area are as follows: Park Ridge Drive $ 4,410.00 per lot Dominion Hills $10,855.00 per lot Westridge Lake Estates $ 5,030.00 per lot Montecito Drive $ 4,375.50 per lot Note: There is a city owned lot adjacent to Park Ridge Drive that serves as a portion of the Upper Valley Drainage Ditch. Half of the roadway adjacent to this city lot is proposed to be paid entirely by the Capital Improvement Fund and will not be included in the total assessable street cost. Also, there are two outlots owned by the home owners' association of Westridge Lake Estates that have substantial frontage along the roadway. An equivalent per lot basis is proposed to be assessed based on the front footage of the lots compared to average lots in the same neighborhood. A special benefit appraisal report dated June 14, 2019 was completed for the Wood Duck Trail Improvements constructed in summer 2019, which has similar size lots and house types to those of the Dominion Hills area. The evaluation estimated an enhanced value per assessable unit/lot should range from $11,000 to $12,000. The proposed assessments for the Dominion Hills area as part of this project are expected to fall below this range, therefore, an assessment cap is not expected to be needed. A preliminary assessment roll is included in Appendix B, showing the preliminary assessment amounts. Actual assessments will be calculated and based on the final project costs and apportionments, or based on the maximum benefit appraisal value, as determined by City Council at the final assessment public hearing. Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 136 of 316 Page 17 LU • 1.10..,...111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111.....1 01, 2020 "ET CI RAINAGE AY 00, is IIII a IIIIII GEND SINGLE FAMILY RESIDENTIAL (PER LOT BASIS) ON —ASSESSABLE PROPERTY CORNER LOT PROJECT BOUNDARY DEPTH P VEMENT RECONSTRUCTION ASSESSMENT MAP AR z437 of 316 DAM., DRAWN BY, JAN 2020 AIE SHAKOPEE ENGINEERING DEPARTMENT FIGURE: 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111... Sir. FR 1,S, AVENUE VA L L„..E Y VEW MMm.....nonom UJ Lai CO NJ 1815 AV 1924 1932 1940 1' 3' E 182 7 VELA 1917 AY 1922 79 1942 1911 LEGEND ASSESSABLE LOT FRONT FOOTAGE CORNER LOT ASS PROJECT BOUNDARY 11' 2020 FU DEPTH P VEMENT RECONSTRUCTION ASSESSMENT MAP AR g . 38 of 316 DATE, DRAWN BY, JAN 2E1,20 AIE SHAKOPEE ENGINEERING DEPARTMENT FIGURE: • .Y.MMY111111... 11, Y 11 1111111111111111111111111111111 .M.,,yy Y.YMMIlY 4 „If 4 MYYY,YIYIYIIY11111111111111111111111111111111111, ..........MMYYMMYYMMYYMMY VE N LEGEND SINGLE FAMILY RESIDENTIAL (PER LOT BASIS) NON- ASSESSABLE PROPERTY CORNER LOT PROJECT BOUNDARY 2020 FULL -DEPTH PA EIVIENT RECONSTRUCTION ASSESSMENT MAP geC139 of 316 'DRAWN BY", JAN ?On SHAKOPEE ENGINEERING DEPARTMENT_ FIGURE: CiLIITLOT o 5 -1 Si EF SI CR 1 ri elm 111111111111111111111111111111111111111111111111111111111111111111111111.1,1...11, LEGE D SINGLE FAMILY RESDEH TIAL (PER LOT BASIS) ASSESSABLE HOA OUTLOT ER LOT PROJECT BOUNDARY 2020 FULL -DEPTH PAVEMENT RECONSTRUCTION ASSESSMENT MAP ARg 140 of 316 ; DATE, DRAWN BY, JAN 2020 AIE SHAKOPEE ENGINEERING DEPARTMENT FIGURE: fj LEGEN SI 1GLE FAMILY RESIDENTIAL. (PER LOT BASIS) NON -ASSESSABLE PROPERTY CO'NER LOT PRO CT BOUNDARY 2020 FUL DEPTH PA rEMENT RECONSTRUCTION ASSESSMENT MAP 41 of 316 DATE DRAWN BY", JAN 2020 AIE SHAKOPEE ENGINEERING DEPARTMENT FIGURE: 9. ESTIMATED COSTS & FUNDING The total estimated cost of the proposed project is $2,799,500. Table 1 provides a summary of the estimated project costs and recommended funding amounts from the various sources as indicated. The preliminary estimate includes the cost for project administration, legal, engineering and construction contingency. The following costs and estimated funding were prepared using 2019 construction costs and are subject to change, depending on the final design of the project, bids received and actual work performed. Table 1 - Estimated Cost & Funding S. urce 2029 Full -Depth Pavement I. econstruction Project CIF- � -! 4 Streets in . Sanitar ° t� r�°' Sewer Water 18 stillIn �t�e d T tal street, ih'ti111ni Sewer Estimated Expenditures IIE tilllmaed 'Construction Cost Street &J " till $ 2,, • ,i0,00 $ 4 l x• $ 5 1 $, � , u1 2 451 101 Contingencies wc' �+y i�u ��w"-"� 4N�A Q S184,0 � � �wi �, �u � 1 , $ � 0 m� , Wi 1 r ".' 0 " .. Y YP , u . . Administration, �atielln � nee �m� , 1� .n� �r I L e I -%� � � 11 1 . ,, � , u� � u' 'I� " 5 7u0 :.. Total Estim ted Project Costs (Feasibility) $ ,62.9,,0w 9,004 w5,750 $5,mo 2, 500 Estimated Revenue *y . I Assessments r V�id- �� i,� fl III �� 1 t�.� W1, 72111i 2 1 , �� i � yu 4 ,� 'll� � �u ,� 7"2� 2 a it 1 Improvements F r n q $1,299,8 ' ,1 ' , 9, , ," Storm e e r Fund $159,001 159,1100 Sanitary Sewer Fund $5,750 5,750 Shakopee kopee Public Utilities S, 7 0 5,750 T t. 111 Estimated Revenue lle Fea il iliit $2,,62,000 $ i59, 00 $5,750 $5, 750 2, ,9,500 Feasibility Report 2020 Full -Depth Pavement Reconstruction City of Shakopee, MN City Project CIF-20-004 Page 142 of 316 Page 18 10. PROJECT SCHEDULE Table 2 outlines the preliminary project schedule. Table 2. Project Schedule Action Target Date City Council Receives Feasibility Report, Calls for Public Hearing January21, 2020 Resident Information Meeting January 27, 2020 City Council Holds Public Hearing, Authorizes the Project and Orders Preparation of Plans and Specifications February4, 2020 City Council Approves Plans and Specs, Authorizes Advertisement for Bids February18, 2020 City Receives and Opens Project Bids March 26, 2020 City Council Considers Award of Contract April 7, 2020 Start Project Construction May 2020 Construction Substantially Complete September 2020 City Council Declares Cost to be Assessed, Calls for Public Hearing October 2020 Hold Assessment Public Hearing November 2020 11. CONCLUSION The overall condition of the City's street and utility infrastructure system is critical to the operation, safety, welfare and economic health of the entire community. Because of the infrastructure needs described and the proposed solutions and estimated costs provided in this report, the proposed project is considered to be necessary, cost effective and feasible. 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City of Shakopee, MN City Project CIF-20-004 Page 148 of 316 Page 21 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT 0 0 0 f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 69 0 0 0 $ 4,410.00 $ 2,205.00 0 0 0 0 0 0 PER LOT BASIS AREA A LO 0 LEGAL DESCRIPTION SubdivisionName HAUER'S 1ST ADDN Lot 001 Block 001 SubdivisionCd 27046 SubdivisionName HAUER'S 1ST ADDN Lot 002 Block 001 SubdivisionCd 27046 SubdivisionName HAUER'S 1ST ADDN Lot 003 Block 001 SubdivisionCd 27046 SubdivisionName HAUER'S 1ST ADDN Lot 004 Block 001 SubdivisionCd 27046 SubdivisionName HAUER'S 1ST ADDN Lot 005 Block 001 SubdivisionCd 27046 SubdivisionName HAUER'S 1ST ADDN Lot 001 Block 002 SubdivisionCd 27046 SubdivisionName HAUER'S 1ST ADDN Lot 002 Block 002 SubdivisionCd 27046 SubdivisionName DELLA'S 1ST ADDN Lot 010 Block 001 SubdivisionCd 27119 SubdivisionName HAUER'S 5TH ADDN Lot 004 Block 001 SubdivisionCd 27229 SubdivisionName HAUER'S 5TH ADDN Lot 001 Block 001 SubdivisionCd 27229 Section 08 Township 115 Range 022 PROPERTY ADDRESS 2147 PARK RIDGE DR Shakopee, MN 55379 2173 PARK RIDGE DR Shakopee, MN 55379 2205 PARK RIDGE DR Shakopee, MN 55379 2235 PARK RIDGE DR Shakopee, MN 55379 2293 PARK RIDGE DR Shakopee, MN 55379 2160 PARK RIDGE DR Shakopee, MN 55379 2208 PARK RIDGE DR Shakopee, MN 55379 2135 PARK RIDGE DR Shakopee, MN 55379 2088 HAUER TRL Shakopee, MN 55379 2357 PARK RIDGE DR Shakopee, MN 55379 2263 PARK RIDGE DR Shakopee, MN 55379 PROPERTY OWNER ENGLER JOHN J & NANCY A 2147 PARK RIDGE DR SHAKOPEE, MN 55379 KUZMICH ANDREY N 2173 PARK RIDGE DR SHAKOPEE, MN 55379 RYLANCE MICHAEL A 2205 PARK RIDGE DR SHAKOPEE, MN 55379 BROWN MICHAEL J & JEAN N 2235 PARK RIDGE DR SHAKOPEE, MN 55379 TITUS JOHN S 5331 FROST POINT CIR SE PRIOR LAKE, MN 55372 OLSON SANDRA ANN 2160 PARK RIDGE DR SHAKOPEE, MN 55379 STEINMETZ SCOTT B & TAMMIE L 2208 PARK RIDGE DR SHAKOPEE, MN 55379 JACKELEN ROBERT J & ROXANNE 2135 PARK RIDGE DR SHAKOPEE, MN 55379 SPONSLER CLIFFORD GENE JR 2088 HAUER TRL SHAKOPEE, MN 55379 WALETZKO EMALYN ANNE 2357 PARK RIDGE DR SHAKOPEE, MN 55379 ROACH JOAN C & MARGARET E 2263 PARK RIDGE DR SHAKOPEE, MN 55379 270460010 270460020 270460030 270460040 270460050 270460060 270460070 0 0 0 rn ti N 272290040 272290010 279080230 Page 149 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 FRONT FOOTAGE BASIS STREET AREA B ASSESSMENT 674 $ 23,846.00 STREET ASSESSMENT 0 0 Sri c 0 $ 10,855.00 0 0 Sri co 0 da $ 10,855.00 $ 10,855.00 0 0 6 00 0 $ 10,855.00 $ 10,855.00 $ 10,855.00 0 0 6 co 0 PER LOT BASIS AREA C PID PROPERTY OWNER PROPERTY ADDRESS LEGAL DESCRIPTION ST FRANCIS REGIONAL MED CTR 278010030 550 HERITAGE DR STE 200 Block 00A Lot O-L SubdivisionCd 27194 SubdivisionName ST FRANCIS MEDICAL CAMPUS JUPITER, FL 33458 LEGAL DESCRIPTION SubdivisionName DOMINION HILLS Lot 001 Block 001 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 002 Block 001 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 003 Block 001 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 004 Block 001 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 001 Block 002 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 002 Block 002 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 003 Block 002 SubdivisionCd 27190 SubdivisionName DOMINION HILLS Lot 004 Block 002 SubdivisionCd 27190 SubdivisionName DOMINION HILLS 2ND ADDN Lot 001 Block 001 SubdivisionCd 27291 SubdivisionName DOMINION HILLS 2ND ADDN Lot 002 Block 001 SubdivisionCd 27291 PROPERTY ADDRESS 2255 PROMISE AVE Shakopee, MN 55379 2285 PROMISE AVE Shakopee, MN 55379 2305 PROMISE AVE Shakopee, MN 55379 2315 PROMISE AVE Shakopee, MN 55379 2268 PROMISE AVE Shakopee, MN 55379 2288 PROMISE AVE Shakopee, MN 55379 2308 PROMISE AVE Shakopee, MN 55379 2318 PROMISE AVE Shakopee, MN 55379 1545 DOMINION AVE Shakopee, MN 55379 1645 DOMINION AVE Shakopee, MN 55379 PROPERTY OWNER. JAMES E DERHAAG REVOCABLE TRUST 2255 PROMISE AVE SHAKOPEE, MN 55379 KICKERT STEVEN J & TERESA A 2285 PROMISE AVE SHAKOPEE, MN 55379 HUSAIN SYED A 2305 PROMISE AVE SHAKOPEE, MN 55379 HOFFMAN DARYL J & SUSAN C 2315 PROMISE AVE SHAKOPEE, MN 55379 HOULE KATHLEEN R 2268 PROMISE AVE SHAKOPEE, MN 55379 FRAGUADA LUIS H & VILMA E 25845 N ARROWHEAD DR MUNDELEIN, IL 60060 MILLER JEFFREY J & SANDRA S 2308 PROMISE AVE SHAKOPEE, MN 55379 OLSON JAY P & COLLEEN M 2318 PROMISE AVE SHAKOPEE, MN 55379 GENE E STOBBS REVOCABLE TRUST 1545 DOMINION AVE SHAKOPEE, MN 55379 DUROCHE MICHAEL 0 & DEBORAH 1645 DOMINION AVE SHAKOPEE, MN 55379 271900010 271900020 271900030 271900040 271900050 271900060 271900070 271900080 272910010 272910020 Page 150 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT 0 0 Ls) 00 0 $ 10,855.00 $ 5,427.50 $ 10,855.00 $ 10,855.00 0 0 U) 00 0 69 $ 10,855.00 $ 10,855.00 $ 10,855.00 0 0 CO 0 0 0 CO 0 0 0 00 0 $ 10,855.00 0 0 U) CO 0 PER LOT BASIS AREA C 0 LEGAL DESCRIPTION SubdivisionName DOMINION HILLS 2ND ADDN Lot 001 Block 002 SubdivisionCd 27291 SubdivisionName DOMINION HILLS 2ND ADDN Lot 002 Block 002 SubdivisionCd 27291 SubdivisionName DOMINION HILLS 2ND ADDN Lot 001 Block 004 SubdivisionCd 27291 SubdivisionName DOMINION HILLS 2ND ADDN Lot 007 Block 004 SubdivisionCd 27291 Section 19 Township 115 Range 022 Section 19 Township 115 Range 022 SubdivisionName DOMINION HILLS Lot 005 Block 002 SubdivisionCd 27190 SubdivisionName CHATEAU RIDGE ADDN Lot 004 Block 003 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 005 Block 003 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 006 Block 003 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 007 Block 003 SubdivisionCd 27200 SubdivisionName DOMINION HILLS 2ND ADDN Lot 004 Block 004 SubdivisionCd 27291 SubdivisionName DOMINION HILLS 2ND ADDN Lot 005 Block 004 SubdivisionCd 27291 SubdivisionName DOMINION HILLS 2ND ADDN Lot 006 Block 004 SubdivisionCd 27291 PROPERTY ADDRESS 1672 DOMINION AVE Shakopee, MN 55379 1742 DOMINION AVE Shakopee, MN 55379 1842 DOMINION AVE Shakopee, MN 55379 1772 DOMINION AVE Shakopee, MN 55379 1451 DOMINION AVE Shakopee, MN 55379 1440 DOMINION AVE Shakopee, MN 55379 2398 PEACE CIR Shakopee, MN 55379 2428 PEACE CIR Shakopee, MN 55379 2425 PEACE CIR Shakopee, MN 55379 2395 PEACE CIR Shakopee, MN 55379 2021 PEACE AVE Shakopee, MN 55379 1921 PEACE AVE Shakopee, MN 55379 1851 PEACE AVE Shakopee, MN 55379 PROPERTY OWNER LICKFOLD DANIEL A 1672 DOMINION AVE SHAKOPEE, MN 55379 FORSBERG JOEL 1742 DOMINION AVE SHAKOPEE, MN 55379 BROWN JAMES T 1842 DOMINION AVE SHAKOPEE, MN 55379 NICKELL KEN & JEANETTE 1772 DOMINION AVE SHAKOPEE, MN 55379 GOON DONALD W 1451 DOMINION AVE SHAKOPEE, MN 55379 LUREEN WALLACE W & ALICE 1440 DOMINION AVE SHAKOPEE, MN 55379 FORSBERG JOEL 1742 DOMINION AVE SHAKOPEE, MN 55379 HESTNESS TIMOTHY A & MARY J 2398 PEACE CIR SHAKOPEE, MN 55379 SPENCER DOUGLAS J 2428 PEACE CIR SHAKOPEE, MN 55379 NILSSEN SCOTT A 2425 PEACE CIR SHAKOPEE, MN 55379 WIRTH BLANE H & JANET M 2395 PEACE CIR SHAKOPEE, MN 55379 LEE SARAH L 2021 PEACE AVE SHAKOPEE, MN 55379 COLLINS SR JOSEPH J & MOLLY L COLLINS 1921 PEACE AVE SHAKOPEE, MN 55379 DEHNE DAVID M & TAMMY R 1851 PEACE AVE SHAKOPEE, MN 55379 272910030 272910040 272910090 272910150 279190151 0 0 0 rn rn ti N 271900090 272000130 272000140 272000150 272000160 272910120 272910130 272910140 Page 151 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT 0 0 U) 00 0 $ 10,855.00 C. 0 U) CO 0 $ 5,427.50 $ 5,427.50 0 0 U) 00 0 $ 10,855.00 $ 10,855.00 $ 10,855.00 0 0 U) 00 0 0 0 U) CO 0 0 0 U) 00 0 PER LOT BASIS AREA C L 0 U) 0 LEGAL DESCRIPTION SubdivisionName CHATEAU RIDGE ADDN Lot 001 Block 001 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 006 Block 001 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 007 Block 001 SubdivisionCd 27200 Block 002 Lot 001 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN SubdivisionName CHATEAU RIDGE ADDN Lot 001 Block 003 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 002 Block 003 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 003 Block 003 SubdivisionCd 27200 Section 19 Township 115 Range 022 SubdivisionName CHATEAU RIDGE ADDN Lot 004 Block 001 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 005 Block 001 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN Lot 002 Block 001 SubdivisionCd 27200 Block 001 Lot 003 SubdivisionCd 27200 SubdivisionName CHATEAU RIDGE ADDN PROPERTY ADDRESS 1447 CHATEAU AVE Shakopee, MN 55379 1697 CHATEAU AVE Shakopee, MN 55379 1717 CHATEAU AVE Shakopee, MN 55379 1558 CHATEAU AVE SHAKOPEE, MN 55379 1678 CHATEAU AVE Shakopee, MN 55379 1758 CHATEAU AVE Shakopee, MN 55379 1798 CHATEAU AVE Shakopee, MN 55379 1440 CHATEAU AVE SHAKOPEE, MN 55379 1557 LEAVITT WOODS LN Shakopee, MN 55379 1647 LEAVITT WOODS LN Shakopee, MN 55379 1544 LEAVITT WOODS LN Shakopee, MN 55379 1507 LEAVITT WOODS LN Shakopee, MN 55379 PROPERTY OWNER TRUONG MAI T & HOA T PHAN 1447 CHATEAU AVE SHAKOPEE, MN 55379 DALIDA BENJAMIN L & SARA A 2620 KING AVE SHAKOPEE, MN 55379 HECKEL JOHN 1863 MOOERS AVE SHAKOPEE, MN 55379 BENNETT TODD J & JULIE A 1558 CHATEAU AVE SHAKOPEE, MN 55379 HOVERSTEN KYLE M 1678 CHATEAU AVE SHAKOPEE, MN 55379 LAUREL MICHAEL 1758 CHATEAU AVE SHAKOPEE, MN 55379 MCDONALD MARK P 1798 CHATEAU AVE SHAKOPEE, MN 55379 LOERZEL DANA K & DIANA L 31253 STATE HIGHWAY 13 NEW PRAGUE, MN 56071 BOULEY REBECCA R 1881 COUNTRYSIDE DR SHAKOPEE, MN 55379 PETERSON ANDREW DAVID 1647 LEAVITT WOODS LN SHAKOPEE, MN 55379 FISH ROBIN S & LAURIE L 1544 LEAVITT WOODS LN SHAKOPEE, MN 55379 SANDERS AARON 1394 WOOD DUCK TR SHAKOPEE, MN 55379 Cl 272000010 272000060 272000070 272000081 272000100 272000110 272000120 279190070 272000040 272000050 272000020 272000030 Page 152 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT 0 0 psi N 69 0 0 o co o U) 69 C. 0 0 CO 0 O 64 $ 2,515.00 C. 0 0 co o U) 69 $ 5,030.00 C. 0 0 co o U) 69 $ 5,030.00 C. 0 0 co o U) 69 0 0 0 co o Lt) 64 0 0 0 co o U) 69 $ 5,030.00 PER LOT BASIS AREA N- C\l O N- N- N- N- N- N- N- N- LEGAL DESCRIPTION Section 30 Township 115 Range 022 Block 00B Lot O-L SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block OOA Lot O-L SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 003 Lot 002 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 001 Lot 001 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 002 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 003 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 004 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 005 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 006 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 007 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 008 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN PROPERTY ADDRESS 1050 PENINSULA POINT RD SHAKOPEE, MN 55379 1064 VISTA RIDGE LN Shakopee, MN 55379 1053 PENINSULA POINT RD Shakopee, MN 55379 507 VISTA RIDGE LN Shakopee, MN 55379 527 VISTA RIDGE LN Shakopee, MN 55379 547 VISTA RIDGE LN Shakopee, MN 55379 567 VISTA RIDGE LN Shakopee, MN 55379 587 VISTA RIDGE LN Shakopee, MN 55379 677 VISTA RIDGE LN Shakopee, MN 55379 717 VISTA RIDGE LN Shakopee, MN 55379 747 VISTA RIDGE LN Shakopee, MN 55379 PROPERTY OWNER WESTRIDGE BAY CO 211 RIVER RIDGE CIR S STE 106 BURNSVILLE, MN 55337 WESTRIDGE BAY CO 211 RIVER RIDGE CIR S STE 106 BURNSVILLE, MN 55337 WESTRIDGE BAY CO 211 RIVER RIDGE CIR S STE 106 BURNSVILLE, MN 55337 STANOCH MARY JO 1053 PENINSULA POINT RD SHAKOPEE, MN 55379 SCHMID DANIEL A & RENEE E 527 VISTA RIDGE LN SHAKOPEE, MN 55379 SCHMID DANIEL A & RENEE E 527 VISTA RIDGE LN SHAKOPEE, MN 55379 TU RN WALL JAM ES D & MARGARET H 547 VISTA RIDGE LN SHAKOPEE, MN 55379 CREAGER PETER 567 VISTA RIDGE LN SHAKOPEE, MN 55379 ZACHARIASON CHAD 587 VISTA RIDGE LN SHAKOPEE, MN 55379 HENG RATTANAK 677 VISTA RIDGE LN SHAKOPEE, MN 55379 MALONE MIKE 717 VISTA RIDGE LN SHAKOPEE, MN 55379 BUSCH BRUCE D & KATHY P 747 VISTA RIDGE LN SHAKOPEE, MN 55379 274120010 271810310 271810300 272130121 271810010 271810020 271810030 271810040 271810050 271810060 271810070 271810080 Page 153 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT $ 5,030.00 0 0 0 Lf> 0 0 0 U) 0 0 0 U) 0 0 0 L.6 0 0 0 Ln 0 0 0 U) 0 0 0 Lf> 0 0 0 Ln 0 0 0 U) 0 0 0 U) $ 5,030.00 PER LOT BASIS AREA LEGAL DESCRIPTION Block 001 Lot 009 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 010 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 011 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 012 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 013 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 014 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 001 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 002 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 003 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 004 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 005 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 006 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN PROPERTY ADDRESS 777 VISTA RIDGE LN Shakopee, MN 55379 827 VISTA RIDGE LN Shakopee, MN 55379 877 VISTA RIDGE LN Shakopee, MN 55379 927 VISTA RIDGE LN Shakopee, MN 55379 977 VISTA RIDGE LN Shakopee, MN 55379 1007 VISTA RIDGE LN Shakopee, MN 55379 524 VISTA RIDGE LN Shakopee, MN 55379 544 VISTA RIDGE LN Shakopee, MN 55379 564 VISTA RIDGE LN Shakopee, MN 55379 584 VISTA RIDGE LN Shakopee, MN 55379 674 VISTA RIDGE LN Shakopee, MN 55379 724 VISTA RIDGE LN Shakopee, MN 55379 PROPERTY OWNER O'BRIEN JODEEN J 777 VISTA RIDGE LN SHAKOPEE, MN 55379 RYAN JOHN F 827 VISTA RIDGE LN SHAKOPEE, MN 55379 LAMP CRAIG L & BOBBI J 877 VISTA RIDGE LN SHAKOPEE, MN 55379 STRAIT CALE A & TASHA T 927 VISTA RIDGE LN SHAKOPEE, MN 55379 TRUDEL LAURIE ANN 977 VISTA RIDGE LN SHAKOPEE, MN 55379 BERTRAM CODY J 1007 VISTA RIDGE LN SHAKOPEE, MN 55379 HANNINEN CHRISTIAN J 524 VISTA RIDGE LN SHAKOPEE, MN 55379 DIRCKS MICHAEL E & PEGGY J 544 VISTA RDG SHAKOPEE, MN 55379 LUNAK MILES E & DEBORAH J 564 VISTA RIDGE LN SHAKOPEE, MN 55379 RIDDLE ANGELIA L 584 VISTA RIDGE LN SHAKOPEE, MN 55379 MATILLA DANA S 674 VISTA RIDGE LN SHAKOPEE, MN 55379 BULLARD JASON D 724 VISTA RIDGE LN SHAKOPEE, MN 55379 Cl 271810090 271810100 271810110 271810120 271810130 271810140 271810150 271810160 271810170 271810180 271810190 271810200 Page 154 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT $ 5,030.00 0 0 0 Sri C. 0 0 Ui va C. 0 0 psi C. 0 0 Li 0 0 0 L.6 C. 0 0 U) $ 5,030.00 C. 0 0 U) 0 0 0 Li 0 0 0 U) $ 5,030.00 PER LOT BASIS AREA D LEGAL DESCRIPTION Block 003 Lot 001 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 003 Lot 002 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 003 Lot 003 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 003 Lot 004 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 006 Lot 001 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 002 Lot 005 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 002 Lot 006 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 002 Lot 007 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 003 Lot 001 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 004 Lot 002 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 004 Lot 003 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Section 30 Township 115 Range 022 PROPERTY ADDRESS 874 VISTA RIDGE LN Shakopee, MN 55379 924 VISTA RIDGE LN Shakopee, MN 55379 954 VISTA RIDGE LN Shakopee, MN 55379 974 VISTA RIDGE LN Shakopee, MN 55379 1024 VISTA RIDGE LN Shakopee, MN 55379 1034 VISTA RIDGE LN Shakopee, MN 55379 1044 VISTA RIDGE LN Shakopee, MN 55379 1054 VISTA RIDGE LN Shakopee, MN 55379 1067 VISTA RIDGE LN Shakopee, MN 55379 1037 VISTA RIDGE LN Shakopee, MN 55379 1017 VISTA RIDGE LN Shakopee, MN 55379 1127 VISTA RIDGE LN Shakopee, MN 55379 PROPERTY OWNER MCCUE PATRICK J & JOYCE M 874 VISTA RIDGE LN SHAKOPEE, MN 55379 DUEHR JEREMY & ELIZABETH 924 VISTA RIDGE LN SHAKOPEE, MN 55379 LINDSTROM MARK E & LAURA J 954 VISTA RIDGE LN SHAKOPEE, MN 55379 JOHNSON REBECCA 974 VISTA RIDGE LN SHAKOPEE, MN 55379 JOHNSON CHAD M 1024 VISTA RIDGE LN SHAKOPEE, MN 55379 MARSCHALL JASON A 1034 VISTA RIDGE LN SHAKOPEE, MN 55379 BENNINGTON NANCY K 1044 VISTA RIDGE LN SHAKOPEE, MN 55379 ERICKSON M ROSS 1054 VISTA RIDGE LN SHAKOPEE, MN 55379 WESTRIDGE BAY CO 211 RIVER RIDGE CIR S STE 106 BURNSVILLE, MN 55337 LUTH THOMAS E & SHARON K 1037 VISTA RIDGE LN SHAKOPEE, MN 55379 WALOR CURTIS J & KENDY L 1017 VISTA RIDGE LN SHAKOPEE, MN 55379 BOERBOOM THOMAS 1127 VISTA RIDGE LN SHAKOPEE, MN 55379 271810210 271810220 271810230 271810240 271810290 272130080 272130090 o o o CO N ti C \ I N- N- 0 CO N N- N 272130140 272130150 279300044 Page 155 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT $ 5,030.00 0 0 0 Lf) 0 0 0 L.6 0 0 0 U) 0 0 0 L.6 0 0 0 Ln 0 0 0 U) 0 0 0 Ln 0 0 0 U) 0 0 0 L.6 0 0 0 U) PER LOT BASIS AREA N— LEGAL DESCRIPTION Block 004 Lot 001 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 004 Lot 002 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 005 Lot 001 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 005 Lot 002 SubdivisionCd 27181 SubdivisionName WESTRIDGE LAKE ESTATES 1ST ADDN Block 001 Lot 001 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 001 Lot 002 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 001 Lot 003 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 002 Lot 001 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 002 Lot 002 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 002 Lot 003 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN Block 002 Lot 004 SubdivisionCd 27213 SubdivisionName WESTRIDGE LAKE ESTATES 2ND ADDN PROPERTY ADDRESS 3482 WESTRIDGE DR Shakopee, MN 55379 3492 WESTRIDGE DR Shakopee, MN 55379 3485 WESTRIDGE DR Shakopee, MN 55379 3495 WESTRIDGE DR Shakopee, MN 55379 3452 WESTRIDGE DR Shakopee, MN 55379 3432 WESTRIDGE DR Shakopee, MN 55379 3412 WESTRIDGE DR Shakopee, MN 55379 3465 WESTRIDGE DR Shakopee, MN 55379 3445 WESTRIDGE DR Shakopee, MN 55379 3425 WESTRIDGE DR Shakopee, MN 55379 3405 WESTRIDGE DR Shakopee, MN 55379 PROPERTY OWNER S RO KA PA U LA 3482 WESTRIDGE DR SHAKOPEE, MN 55379 SCHOEPHOERSTER RANDY & JANET 720 S PLAMA WAY MENDOTA HEIGHTS, MN 55120 ZABEL JEREMY D 3485 WESTRIDGE DR SHAKOPEE, MN 55379 DASSAN TONY S 3495 WESTRIDGE DR SHAKOPEE, MN 55379 JON TOLLEFSON TRUST 3452 WESTRIDGE DR SHAKOPEE, MN 55379 FRACEK TODD P & CELIA Y 3432 WESTRIDGE DR SHAKOPEE, MN 55379 THEIS LARRY M 3412 WESTRIDGE DR SHAKOPEE, MN 55379 RYAN TROY J & WINIFRED W Y 3465 WESTRIDGE DR SHAKOPEE, MN 55379 O'BRIEN DENNIS J & DENISE M 3445 WESTRIDGE DR SHAKOPEE, MN 55379 VALIANT JESS D 3425 WESTRIDGE DR SHAKOPEE, MN 55379 SMITH JAMES E & MICHELLE A 3405 WESTRIDGE DR SHAKOPEE, MN 55379 O Ln N O 00 00 N 271810260 271810270 271810280 272130010 272130020 272130030 272130040 272130050 272130060 272130070 Page 156 of 316 PRELIMINARY -ASSESSMENT ROLL 2020 Full -Depth Pavement Reconstruction - CIF-20-004 STREET ASSESSMENT LO N 00 O N ft $ 4,376.50 $ 4,376.50 $ 4,376.50 $ 4,376.50 $ 4,376.50 $ 2,188.25 CO N CO 00 N 6g $ 4,376.50 $ 4,376.50 $ 4,376.50 $ 4,376.50 CO N CO 00 N H} PER LOT BASIS AREA E CO CO CO O LEGAL DESCRIPTION SubdivisionName MONTECITO HEIGHTS Lot 001 Block 001 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS Lot 002 Block 001 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS Lot 003 Block 001 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS Lot 004 Block 001 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS Lot 005 Block 001 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS Lot 006 Block 001 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS Lot 001 Block 002 SubdivisionCd 27048 SubdivisionName MONTECITO HEIGHTS 2ND ADDN Lot 001 Block 001 SubdivisionCd 27071 SubdivisionName MONTECITO HEIGHTS 2ND ADDN Lot 002 Block 001 SubdivisionCd 27071 SubdivisionName MONTECITO HEIGHTS 2ND ADDN Lot 001 Block 002 SubdivisionCd 27071 SubdivisionName MONTECITO HEIGHTS 2ND ADDN Lot 002 Block 002 SubdivisionCd 27071 SubdivisionName MONTECITO HEIGHTS 2ND ADDN Lot 003 Block 002 SubdivisionCd 27071 SubdivisionName MONTECITO HEIGHTS 2ND ADDN Lot 004 Block 002 SubdivisionCd 27071 PROPERTY ADDRESS 1787 MONTECITO DR Shakopee, MN 55379 1783 MONTECITO DR Shakopee, MN 55379 1779 MONTECITO DR Shakopee, MN 55379 1775 MONTECITO DR Shakopee, MN 55379 1771 MONTECITO DR Shakopee, MN 55379 1767 MONTECITO DR Shakopee, MN 55379 1784 MONTECITO DR Shakopee, MN 55379 1756 MONTECITO DR Shakopee, MN 55379 1770 MONTECITO DR Shakopee, MN 55379 1763 MONTECITO DR Shakopee, MN 55379 1759 MONTECITO DR Shakopee, MN 55379 1755 MONTECITO DR Shakopee, MN 55379 1751 MONTECITO DR Shakopee, MN 55379 PROPERTY OWNER WEIERKE JOHN P 1787 MONTECITO DR SHAKOPEE, MN 55379 BODEEN STEVEN J & STEPHANIE R 1783 MONTECITO DR SHAKOPEE, MN 55379 VISGER JOHN R & GWENDOLYN M 1779 MONTECITO DR SHAKOPEE, MN 55379 BATTA ALEX 1775 MONTECITO DR SHAKOPEE, MN 55379 SIFFERLE CHRISTOPHER A 1771 MONTECITO DR SHAKOPEE, MN 55379 MONTECITO LLC 11255 162 ST W LAKEVILLE, MN 55044 RICE NORMAN L & LOIS I 1784 MONTECITO DR SHAKOPEE, MN 55379 WERMERSKIRCHEN STEVE & DEBORA 1756 MONTECITO DR SHAKOPEE, MN 55379 TENEYCK CALVIN A & ESTHER 1770 MONTECITO DR SHAKOPEE, MN 55379 STABILIZATION PROJECT LLC 13251 PENNSYLVANIA AVE SAVAGE, MN 55378 SCHWEIGER JEFFERY L 1759 MONTECITO DR SHAKOPEE, MN 55379 SCHMITT EDWARD F 1755 MONTECITO DR SHAKOPEE, MN 55379 LLOYD MARK A 1751 MONTECITO DR SHAKOPEE, MN 55379 270480010 270480020 270480030 270480040 270480050 270480060 270480070 270710010 270710020 270710030 270710040 270710050 CO CO CO _O ti O ti N Page 157 of 316 City of Shakopee MEMORANDUM TO: Mayor and City Council William H. Reynolds, City Administrator FROM: Steve Lillehaug, City Engineer/Public Works Director Ryan Halverson, Assistant City Engineer SUBJECT: 2020 Full -Depth Pavement Reconstruction Feasibility Report Amendment DATE: Jan 29, 2020 At the January 21, 2020, City Council meeting, you received the Feasibility Report for the 2020 Full -Depth Pavement Reconstruction Project dated January 2020. This memo provides subsequent and updated Feasibility Study information and public outreach including details from the January 27, 2020, neighborhood open house; questionnaire information and results; and direct e-mail correspondence as follows: Open House An open house was held on January 27, 2020, for the 2020 Full -Depth Pavement Reconstruction Project. Residents from twenty-one of the properties impacted by the project attended the meeting. A presentation was given discussing the existing and proposed improvements, construction process, project costs and funding sources, discussion on special assessments and the proposed project schedule. After the presentation, residents provided input, asked questions and discussed specifics about their property and neighborhood. In summary, most attendees agreed with the need for the project and proposed improvements, except those in attendance from Montecito Drive. The Montecito Drive residents that spoke did not want to pay for an improvement project and stated the roadway has remained serviceable for quite some time (in a deteriorated condition). Other comments from many of those in attendance were about the equitableness of the project pertaining to the assessment amount (indicating the cost was too high). Some comments indicated that the roadways were not originally constructed adequately and did not receive proper maintenance during their lifecycle. The Dominion Hills neighborhood attendees were concerned that their assessments were double compared to those of the other neighborhoods. Residents in Westridge Lake Estates requested that properties from Peninsula Point Road be included in the assessment apportionment since they will drive through the neighborhood to access their properties. They also stressed concern about potential damage to the new roadway by construction vehicles as those houses and lots are built. Resident Questionnaire Property owners were mailed a questionnaire requesting input and information about the streets, drainage and utilities in their neighborhoods. Attached to this memo is the Page 158 of 316 questionnaire that was mailed to property owners and a compilation of the responses that were received at the time of this memo. E-mail Correspondence Please see the attached E-mail correspondence and response from city staff. Staff Response Specific property issues and design considerations will be addressed through the detailed final design, working directly with property owners as needed. However, other substantive project scope, funding, and/or assessment comments and issues are recommended to be considered as part of the Improvement Public Hearing approval. Page 159 of 316 1. Contact Information: Name: Address: Email Address: Phone Number: 2. Have you experienced any problems with sanitary sewer service, such as line plugging or having the service cleaned out to the street? If yes, how often? 3. Typically, improvements to the storm drainage system are needed. Do you have a problem with drainage or flooding in the street, your yard or basement? 4. Do you experience problems relating to the water distribution system such as water pressure, taste, odor or color? 5. Do you have a lawn irrigation (or sprinkler) system located within your property? Please circle one: Yes No 6. Do you have a sump pump in your basement? Please circle one: A. Yes, my sump pump runs frequently (at least once every day) B. Yes, my sump pump runs less frequently C. No, I do not have a sump pump or do not use my sump pump D. Unknown (see back side) IT 1V city 3hopeg 1 8F rmanS 5hakc hone: 9:3 3 9. O Fax: „ 5 23' '3,01 4ShakopeeraA qov Page 160 of 316 7. Do you have draintile on your property? Please circle one: A. Yes, it drains to the front yard B. Yes, it drains to the back yard C. No, I do not have draintile on my property. D. Unknown 8. The City's policy pertaining to spacing of existing street lights is to provide for lighting at intersections and at mid -block locations where spacing exceeds 300-feet for residential areas with lots 2.5 acres or less in size (See attached Map: Areas A, D, and E) and intersections and at mid block locations where spacing exceeds 600-feet for residential areas where lots exceed 2.5 acres (See attached map: Area C). Do you feel your neighborhood needs additional street lighting? Please circle one: Yes No If yes, where? 9. What other concerns, comments and/or issues do you have pertaining to the streets, sidewalks, utilities, etc., in your neighborhood? Should you have questions or need more information, please contact Ryan Halverson in the Engineering division at 952-233-9366 Please return by January 24th, 2020 to: Engineering Division City of Shakopee 485 Gorman Street Shakopee, MN 55379 engineering agshakopeeMN.gov IT 1 7 city o S a opee 1 8F r an S. 5halq �M (1 hone: 95 3 9. O Fax: „ 523' '3,01 i.Shakopeera A qov Page 161 of 316 0 L 0 C.) cu G) E a) Co 0 a) 0 CD I--, M V) a) t co E°co o >, a) m o Comments/Concerns/Issues re: streets, sidewalks, utilities, etc. (9) Westridge Lake Estates N C 0 z 1. Proposed assessment lot consolidation discrepency-would like to meet one on one to discuss this and the other issues included. 2. Requesting Peninsula Point contribute to funding. 3. Drainage Issue -water from east of property flows down hill and through the middle of property causing this low area to be wet. 4. Water flows from the street, the gravel is constantly eroded and ends up in our lawn, this needs to be addressed and part of this project. 5. 3' gravel proposed is not acceptable solution as this is what we have today and doesn't work -what can we do to address this? The asphalt pavement erodes and ends up in chunks in our yard. 6. Would be interested in seeing the costs specific to the Westridge Lake Estates project. Paved surface used to have a 4' gravel edge on both sides. Grass has overtaken the gravel. It would be nice if this could be done again along with the paving. Are there any anticipated water main improvements related to this project for Westridge Lake Estates? Do not agree with hydromulch seeding. Most owners installed sod to street. Light posts (fiberglass construction?) cause slivers if touched and are an eye sight from fading, discoloration. Concern about potential construction traffic from peninsula point negatively impacting the project. Dominion Hills Traffic noise reduction -we do not need new road improvements. We do need noise barrier between neighborhood and Marschall Rd. Go look at Eden Prairie houses protected by noise barriers. If yes, where? (8a) Streetlights (8) No 0 z O z O 0 z Draintile (7) Unknown -. _ +-+ N co" i O O —_.O N O N+ }' U N Q _ U -(2. 0 O -5 2 O O N O `- U +-. N wcp_.,,._..c„03._._-. V J � Q •Q � a--� � . , ,--� ,--' . � No drain tile +� C O +� �_ -0 O z Yes, under the footings of the house that run to the ditch on the north side of the house (front yard) . 0- cn O z 0 z Yes, runs less frequently O z Yes; runs less frequently Yes -never runs Sprinkler System (5) Yes a) >- owa) >- >- a) >- >- Water (4) oN O z O z O z O z Storm (3) INo O z North culvert on Westridge Drive is too low. Results in standing water on west side of street. O z O z Sanitary (2) O z O z O z No -private well, septic O z Page 162 of 316 Comments/Concerns/Issues re: streets, sidewalks, utilities, etc. (9) a) �, a-O i L C3) U) N U O a..� ate+ ' E O (D 0) 0 CD i O O C O 0 0 `� O a) a. - -0 .0 C O V E co LDCO CO> a") O UcoC OO -0 . 03N U OCDOOO> - _cLDO N L f C -o co C _c O 'U) co -c r z -0 a) co ,'a , N CD O UO a� - 'aC O 6-p a) .C u)° Oa) C a) L _o 2 C >' a) •o) ^T`` A3 N}'CDLaO CD rf O COCD O-0 O a).0 }_c-0 .. C- .E— cO U>-cco(-)},a)U �cD Ui > ^,- O W_0 Ct .c O CcIW 'U U a) D L (% �. 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(8a) Streetlights (8) Q Z Draintile (7) O Z Sump Pump (6) O Z Sprinkler System (5) CD > o O c (V E W - � a) -o L Q a)u CD !flfl!flijj C- OQ NQ a) V -0 -0 Q a) >' Ci a) U - -0 (D V O > C C= CD — +r O E E u) C L O a.., co CD r O C> O 'V U p E U CC N E Q O N�a) O)C U Cn O L CDC U CD t U) a-) 2 t U) a-, U Water (4) -1-5 L a) U V CD 4--, 6 C CO CD co U D '� U Q a , O CD co U) >' N CD U) Z o o 2 a' Storm (3) U) a)o a) C C CD N C U N` }' > C .� .- _ E IQ a) O LE C a_ a) . u) }' U o 0) CD O O L O N O Q C C -C O O a) Q CD a" a) O C' co> • U CO D E -0 3_c >' co) .E U a) o CO U) a) U 3 E L �O - - CD C) a) U) L C a) - - O) a) O U) U) �--' L a--� a) 'a))- C, "6 2 a) V co C> C-0 O N 0 E }' C U) .0 C H C O U) .U) a c O. U •= C O E i3 CO E L CO . CO C -0 0) c • _c a) Q izr) E O N •� 0 •� 9) a) N O CO CO m C a) - C a) cD >' O a) • i U C1 , _ C C a) fA co C > _C O T. C O> CD o_-oE C >' a••' (D O O U) U O C N Cn co c6 Q '2-0Cn ._ cD OU O U O U Cn _o CD Q O U O E Sanitary (2) U Q a) (/) a) co > E L ^, O 1 U) Z U) Page 163 of 316 Comments/Concerns/Issues re: streets, sidewalks, utilities, etc. (9) = U cu 03 E--0> 4- U C_, }, U C 0 0 CD r- 0 +r C C O "c) . N C i V im-+ 0 U C }' i U Q o-0 a) Cn = O O C, O` C •C e N �O ,_ U N cA X 'C 0 'O a) CU CU C CU U i• r o }' Q Cll U ate--• ate+ (V L W >, a..+ �!+ L U C >_ O C 0_0± Cll O (n a) ' u) . 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CU a.. _0 CC3 I— . _ Q U Cll In the Dominion Hills neighborhood there is frequently a significant washout of the gravel shoulder along the steeper portions of both Chateau Ave during heavy rains. Montecito Drive Could have offered city water hook up when the county road was redone. Request an assessment cost breakdown. Our street should have or certainly could have been done when the service street on 17th was built. Our street sucks. We have no sidewalks and no utilities. Our water well seems to be growing higher in nitrates. Park Ridge Drive If yes, where? (8a) Streetlights (8) O z O z Q z Yes -half way in between O z Draintile (7) Yes, it drains to the front yard. O z Unknown O z o z Sump Pump (6) Yes, runs frequently 0 z 0 z 0 z Sprinkler System (5) U >- z z z z Water (4) Private well 0 z No, private well Q z 0 z Storm (3) Parts of the yard were very wet and soft. Installed a french drain which has helped. o z No -drains on our street Q z o z Sanitary (2) No -Private Sectic 0 z No -septic system No -our own septic system 0 z Page 164 of 316 From: Steve Lillehaug To: Steve Lillehaug Subject: Dominion - 2020 Reconstruction Project Date: Wednesday, January 29, 2020 3:54:51 PM Attachments: image001.png IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII From: Steve Lillehaug <SLillehaug@shakopeemn.gov> Sent: Monday, January 27, 2020 10:18 AM To: mikeduroche@gmail.com Subject: Dominion - 2020 Reconstruction Project Hello Mr. Du Roche, We are in receipt of your project comments that were provided to the both the Mayor and Councilmember Lehman and offer the following response: The project consists of the full depth reclamation and reconstruction of the roads in your neighborhood — they are in pretty tough shape. We are not proposing to extend watermain or sanitary sewer into your neighborhood with this project. This project mimics the Wood Duck Trail project just to the south of your neighborhood that we completed last summer. Attached is the feasibility study for the project in your neighborhood with additional details. We understand the magnitude of the special assessment amount of this project as you mention below in the tune of approximately $10,855. Two points about this amount. First, this amount is 30% of the costs of the project. The remaining 70% is paid by the city as a whole out of the Capital Improvement Fund. This ratio is in accordance with the city's special assessment policy. The city has performed many projects for many years under this policy — it is pretty apples to apples with the rest of the city. Second, the amount is a bit higher than the typical residential neighborhood lot but that is indeed because of the larger, rural lot. Again, this is similar to the Wood Duck project — they actually paid $12k. However, their 30% was actually higher but we performed an appraisal assessment evaluation where we ended up capping the amount at $12k. This same cap would apply to your neighborhood if we approached $12k. The cap is based on the added value from the project to the benefitting properties. So, while the amount is substantial, it is expected that the 30% amount adds that much benefit/value to your property, once the project is completed. Pertaining to hardship, the city has a senior citizen deferment program that you could qualify for. The criteria are contained in Shakopee City Code Section 2.82. We can provide further information if interested. We will forward your comments to the City Council and archive them in public record as part of the feasibility study for the Council's consideration. Thank you. Kind regards, -Stever Page 165 of 316 Steve Lillehaug, PE, PTOE Public Works Director/City Engineer, City of Shakopee 952-233-9361 1 slullehau..( Shakopeel.,/IN. ov 1 w .Shakopeel,/INuov From: Mike DuRoche <mikedurochePgmail.com> Sent: Friday, January 24, 2020 2:17 PM To: William Mars <WMars@ShakopeeMN.gov> Subject: Road repair plans Hello city council members and Mayor, My name is Mike DuRoche and I live at 1645 Dominion Ave. I'm told by my neighbors that they received a letter informing them of the new roads being planned for our area. I'm spending the winter in the south, visiting friends to get out of the cold, therefore I won't be able to attend your meetings on this subject. My wife and I are retired and in our 70's, which I'm sure you know, the cold is hard on old bones and joints. I'm writing you about the charge that is planned for the home owners. A near $11,000 charge per household is an extreme amount, given the taxes we pay each year. I'm all for supporting police and fire personnel, and other services done for us, but again, we pay very high taxes. I'm aware of the tax structure in Scott county, however, the taxes we pay could and should be enough to repair our roads every 20 or 30 years. Please reconsider the hardship this will impose on us. Thank you Mike and Deb Sent from my iPhone Page 166 of 316 Page 167 of 316 ec n truct 71- c cs cL)Q Eth a 0 CU 1.47a = LL co rs4 t.) 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NI NI rri CO CY) Cr) 41)- cd cum m r L.r) 1/40 N CO C C rz >F- - Page 180 of 316 Assessment Maps 1"0 1,11111111,,,,, cs; ,,,,000000,0000,000,00,0 • Page 181 of 316 Ii ei S h / 1 0 E Page 182 of 316 L) w cu ISM /4) • NTT 44.1 LJ CD Page 183 of 316 November: y Project Sched 0 v • IJ 0 (pi 0 Page 184 of 316 10.A.1. Shakopee City Council February 4, 2020 FROM: William H. Reynolds, City Administrator TO: Mayor and City Council Subject: 2019 City Council Workplan Review Policy/Action Requested: None. Recommendation: None. Discussion: In February of 2019, the Shakopee City Council determined a list of priorities for city staff to address during the year. This has been a yearly exercise implemented in 2016 to provide the City Council a pathway to an actual strategic plan, and to give staff direction on issues of concern to the council. It will not be continued in the future upon adoption of the strategic plan. Budget Impact: None. ATTACHMENTS: D 2019 City Council Workplan Page 185 of 316 2019 City Council Workplan Review In February of 2019, the Shakopee City Council determined a list of priorities for city staff to address during the year. This has been a yearly exercise implemented in 2016 to provide the City Council a pathway to an actual strategic plan, and to give staff direction on issues of concern to the council. It will not be continued in the future upon adoption of the strategic plan. In general, staff will analyze the tasks presented and bring the best options to council for approval or guidance. Some issues fall within the purview of the city administrator and are addressed accordingly. FINANCE Low Taxes • Continue to be one of the lowest taxed cities in the Metro Area. Our tax levy combined for the last two years is the lowest among our 10 comparable cities. The tax levy for the last four years is the second lowest. • The marginal tax increase for 2020 equates to same tax liability as that experienced by residents in 2018. • Continue to have both the franchise fee and the economic development authority levy offset by general fund reductions resulting in no net tax effect to taxpayers. Franchise fees help to relieve property tax pressure on low income property owners as any funds not collected by the fees would have to be made up through property taxes affecting lower income property owners the greatest. Continued Financial Stability • Clean audit for the third consecutive year. • Received the GFAO Certificate of Achievement for Excellence in Financial Reporting which reflects our continued stability. Stable Tax Rate • Tax rate lowered for the 3rd consecutive year in the 2020 Budget from 35.231% to 33.914%. Increased Tax Capacity • Tax capacity growth continues with 10.7% increase building upon the 7.33% experienced in 2019. Increased Bond Rating — AAA (LT) • Had a review by Standards and Poor's in first week of September. Unfortunately, just fell short of the AAA due to per capita income level. Still have the second-best bond rating shared with less than 7% of governmental units. Page 186 of 316 PARKS AND RECREATION Trail signage and wayfinding (distance/locations) • City Staff collaborating with a myriad of stakeholders to collaborate on a comprehensive wayfinding/signage strategy as identified in the Parks Master Plan. The park development planned for 2020 (including Ridge Creek) and coordination with other stakeholder plans (County wayfinding and kiosks along Scott County West Regional Trail) will provide a catalyst for planning in more detail. Trail Connections • Trail Gap study being completed by Planning and Development. • State bonding funds secured for TH 169 Ped Bridge. • 12th Ave Trial to be constructed in 2020 after obtaining easements in 2019 • New development trails and sidewalks in Windermere, Stagecoach, Ridge Creek, Countryside and Prairie Meadows developments, and along Shenandoah Drive, Schenian Drive and as part of the Crossing Blvd project east of Pike Lake Road. LAND PLANNING Life -Cycle Housing (density, affordability, market -driven) • Award winning comprehensive plan provides for mixed use development and raises density. • Two workforce housing developments currently under construction. • Housing project for those in the workforce with disabilities awarded state tax credits. • Triple Crown and DECO market rate and above units both under construction. Development Fees and Regulation Review (continuing) • Created an easier to understand land development code by creating a zoning table for all commercial, residential and industrial zones and removing over 140 pages of text. • Adopted new commercial and residential design standards formatted into an easier to understand table. • Committed over $350,000 to further automate the permitting process in 2020, which will allow full online submission of all permits and licenses, allow electronic check processing, provide online inspection scheduling, permit review status, and allow field inspectors provide immediate feedback to applicants from the field. Continued Innovative Planning and Development • Council approved removing more than 120 pages of the land development code with the adoption of a zoning table. • Council approved new single-family home design standards along with new standards for multifamily housing, commercial and industrial developments. • Council approved the Parks, Recreation and Trails Master Plan that sets the stage for the future of the city's park system after more than a year of public meetings led by a 14-member steering committee. • A number of "Think Shakopee Business" videos were created that promote local industry to the community including behind the scenes tours. Featured business included Shutterfly, Cameron's Coffee, Rahr, Koda Energy, and Bayer Crop Science. Page 187 of 316 Louisville Township Orderly Annexation Agreement (LT) • Staff completed the AUAR process in 2019 and will be bringing it to Council in early 2020. The AUAR sets the stage for annexation and development of the West End of Shakopee. River Crossing Capacity Increase (LT) ECONOMIC DEVELOPMENT/INFRASTRUCTURE Riverfront Development • Submitted riverbank stabilization for state bonding funds. Project included in the Governor's request (PR-23-002). • Received DEED grant for $332,732 for cleanup of the Riverfront Bluff area. • Acquired Sweeney Marina property and Schroeder House. Plans being developed to restore and or demolish structures and creating public access to the river. Attraction of High Paying Jobs • Council approved an Economic Development Tax Abatement for KEB America, the North American HQ for KEB. The project will double the size of its headquarters and add at least 35 new jobs with an average wage of more than $30 an hour. • Staff working on the relocation of a corporate headquarters that would add more than 119 high paying jobs to the community. • Staff working with developers on a potential business park expansion that could ultimately add more than one million square feet of new business park space and several corporate headquarters looking at the area. Phase II Downtown Development • Rev. Pond statue currently being cast to be installed downtown. • ADA, Lighting and Tree Rehab project in CIP (CIF-21-003) to start in 2020 and finish in 2021. • Governor included state bonding funds for Huber Park Riverbank Stabilization (PR-23-002). "Shakopee University" Innovation Center • HR&A completing feasibility study (completed 2020) for a potential Innovation Center with a post -secondary component. Signed a Memorandum of Understanding with Minnesota State University as a potential component. MISCELLANEOUS PROJECTS Citywide Public/Private Partnerships • Approved a new ice use agreement with a local private skating organization. • Partnered with All Saints to use their bus to transport seniors for senior programs. • Parks and Rec has garnered 9 agency sponsors for senior events, and six for community events. • Car seat distribution with Project Community Connect. • Litter pick-up with Jackson Elementary (2'd Grade) along Vierling bike path. • Partnered with Soccer Association to trim trees at the 17th Ave Sports Complex. • Downtown landscaping partnership with River Valley Church. Page 188 of 316 • Partnered with Hosanna Church HEART voucher Program. Transparency/Communications • The city focused on delivering more digital communication, increased its video production and invested in a new email/text messaging delivery system to be rolled out in early 2020. Community Engagement and Education • Support for the Shakopee Diversity Alliance's International Festival through Police Dept. • Support for the Southern Valley Alliance for Battered Women Toy Drive, and their Homicide Victim Memorial fundraiser. • Volunteer hours for multiple projects including painting of West Junior High in conjunction with River Valley Church, and Shakopee Community Assistance toy drive and summer celebration • Multi -jurisdictional Sexual Assault Response Team formed. Joint City/Committee Meetings to provide guidance and direction • Held a joint City Council/SPUC meeting with mixed results at best. Historical Tourism • Worked with Three Rivers Park District and the SMSC to look at creating a cultural corridor along the Minnesota River Front to open access while protecting culturally sensitive areas. The project will include signage and digital imagery. • Will be applying for a state grant in 2020 to fully develop a cultural tourism program. Funds to begin the restoration of Memorial Park is in the 2020 Capital Improvement Program. Southbridge Fire Partnership (LT) • Discussion continues with the SMSC. • SCALE members have requested to have SCALE review the possibility of a larger county -wide fire partnership. Service Delivery Committee and Executive Committee have discussed. River Water Quality (LT) Page 189 of 316 10.A.2. Shakopee City Council February 4, 2020 FROM: Nate Burkett, Assistant City Administrator TO: Mayor and Council Members Subject: Consideration of the proposed 2020-2024 strategic plan. Policy/Action Requested: Approve the Shakopee 2020-2024 strategic plan and direct staff to begin execution. Recommendation: Approve policy/action requested. 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II aIl 1 lII III l I I IImII I II1 I III IaP II II ll I 1III Iul II I Um uI l II I U1 Il � II I Il I II l IIlu NI III II11 Iul N IIINIp II0lI V lul,u I1l1 W,,o� 111111111111111111111111111M11111111g11111111111111111111111111111111111111111111hh111111,11111111111111111 111111 IllIIIIIlllllllliiii IIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIluu 1 i111 111111,1111 11111111111 11 1 l I�Il I JIl l , hl lNIl RIl �u N Il lIl u IIl Iu NI Il I NIl I I �� II I INN I1 Im y II l IIW II I� IIW I II I IIl W l 1II Wl N II� IIWI IWIl I Il I I II IW IIl I P� � u II Wu I Iu Il Iu I IN1u II I' Wu I u IIu W I 1 u u II W uI I I uI IIuI IWmV I u I I, u I IW I I I I I I 1I NlI I1I I WI ' uI I I�I IYV I I I IW Iu IdI J I I i 1 I I I i u 0,1i00 Vl�l111111111111 Iiii1111111I,I111,010,00111u11111111111111 11.1 IIIIIIIIIIIId10000IIIIIP,luuIII001110 IIIIIIIIIIIIIIIIIIIIII)JJ1)))JJ)) u„ III uwIIIIIp 1 11„01 IIII �� IIII a x IIII n IIII December 2019 RE: FY 2020-2024 Strategic Plan - City of Shakopee Dear Mayor Mars, I am pleased to present the 2020-2024 Strategic Plan and Summary Report to the City of Shakopee. The plan reflects the organization's priorities, commitment to measurable results and the delivery of quality services. It has been a pleasure assisting the City of Shakopee with this important project. The City Council and senior management team displayed clear thinking, dedication and focused effort. I particularly wish to thank City Administrator Bill Reynolds and Assistant City Administrator Nate Burkett for their help and support during the process. Yours truly, Craig R. Rapp President ill!j VPp �� � „.. �; � �... ,... III Page 192 of 316 11111111111 11111111111 Executive Summary 1 Strategic Plan Summary 2020-2024 .2 Vision, Mission, Values . 3 Strategic Planning Process 4 Reviewing the Environment, SWOT . 9 Strategic Issues and Challenges . 11 Defining Priorities, Outcomes, Targets . 12 Implementing the Vision: Strategic Initiatives 15 Strategic Planning Participants . 16 Appendix I: SWOT Analysis Appendix II: Environmental Scan City of Shakopee Strategic Plan FY 2020 - 2024 l December 2019 Page 193 of 316 EXEC III T IVE S ARY From August through November 2019, the City of Shakopee engaged in a strategic planning process. The process resulted in a strategic plan covering 2020-2024. Diann consiststo n 117 tie issues of reatest in pOr City over he next t hr e ye wit ch priority is se c s, (ey 171 suits ne plan te pri��� io � ce to tie rs. Assoo ted o' c DIP ...... , s c boilbin expecte how tie results will De measure so includes str��� -i0t will be u n ern N ken • - hilleve the eted rnes. The planning effort began with an examination of the operating environment via an environmental scan, and a SWOT analysis. On September 25th and 30th, 2019, the City Council and senior management team held strategic planning sessions. They drafted the organization's vision, mission and values to guide their work. They then developed a set of priorities, key outcomes and performance targets. Based upon those priorities, the senior management team met on October 25th, 2019 to identify a set of strategic initiatives and begin development of detailed action plans. The strategic priorities, key outcome indicators, performance targets and strategic initiatives are summarized here and on the following page. if��, 1,m,11 1 FINANCIAL STABILITY 2 ENHANCE COMMUNITY STRENGTHS 3 EFFECTIVE PUBLIC SERVICES COMMUNICATION 77. city of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 1 Page 194 of 316 T R T I P City of Shakopee Strategic writ EnhancingI 8 Desired Outcome Stable tax rate Diverse revenue sources Adequate funding of CIP RY2S2 Key Outcome is t r -Tax rate -Non-property tax revenue -Long-term plan budgets ovolooloolooloo2 -Rate change equal to/lower than implicit price deflator annually -% increase in non -property tax revenue yearly -Reduce financial burden of entertainment destinations by _$_ by -% of high -priority CIP projects funded by _(date)_ u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u u u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 11 Make big ideas a reality Enhance quality of employment/jobs Successfully maximize entertainment options for tourism & visitors Stable workforce Effective infrastructure planning Adequately service the demands of growth -Funded and executed projects -Average wage -Median income --Increased holding power -Cultural trail completed by -Innovation center completed by 2022 - River utilization Phase I by 2024 -Gateways/west end started by_2021 -Avg. median income increased by 10% by_ -Avg. hourly wage $26/hr. by_ -Increase # of overnight stays + ADR from to Increase events by _ from _to_ by_ Increase participation in pubic events from to by Strategic Initiatives a) Develop a long-term financial plan b) Develop a grant decision - making process c) Improve 5-yr. CIP prioritization process d) Explore methodologies for capturing tourism revenue (ticket surcharge) 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u 1 u a) Develop & execute long- term plans b) Evaluate econ dev policies re: higher wage jobs c) Refine business promotion & attraction process d) Improve culture & tourism marketing e) Explore collaborative partnerships for tourism and events 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111110 -Turnover rate -Internal hiring rate Plans in place -Studies -Staffing ratios -Yearly turnover rate _% or lower - % of internal candidates selected for supervisory openings (5 yr. avg.) Prioritized infrastructure plan and funding philosophy adopted by By , determine level of staffing needed in 3 depts _Determine service delivery standards in 3 depts by a) Develop 15 yr. CIP b) Conduct staffing study c) Develop service level standards d) Develop impact review process e) Create comprehensive performance management program 111,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111118111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 More voices engaged in decision -making process Increase community trust of the City A positive image of the city/community - # of participants -Diversity of participants -Survey results -trust -Survey results - image _% increase in segments of the community participating in decisions by % increase in community trust from 20 -20_ _% increase in opinion re: image from 20 -20_ a) Develop & implement strategic communications plar b) Develop strategies to reach underserved populations c) Pursue branding and image efforts consistent w/ vision 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111110 City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 2 Page 195 of 316 ou RV is io N Shakopee is a place where people want to be! A distinctive river town, with a multitude of business, cultural and recreational opportunities in a safe, welcoming and attractive environment for residents and visitors. ou RM '55 io N Our mission is to deliver high quality services essential to maintaining a safe and sustainable community. We commit to doing this cost- effectively, with integrity and transparency. 'lll I�uu I IIIII�I�IIIII�Im I I Inl���l, ��� II%/ >f II!llllllllllllll�ll�l�llW I r�if����i /m�P/�r2�r�� N�4 14���✓ rmVlllll"III ����I� ml^ ul 'Illlullll'jIno11l'wI,V'IIIIiI�1,:, 19lll II11 IIIII��V'1�r V,l II �'^illlllj�ll!'I'sill'Iip�lll��li ll i'lul'rulllili�ulul'u11��u,l�;l;,llllll l� IIIII ou Illj!vlv�v��M4i�w''�^� �I ■ I�'i,llliijliihlll;ivll;l„���".,li,,,, �1�1 Ii;a . IYuV^VII„I III'p:II'!ilujlii'I'ljl'ViIYI,!'III'I,II, f'ffl'ff� //�f� /iU���l"'iiI�I�II�IIVIIII'VI'III'pl��'I�IIII�I�Hllll��lury���ll��lll��lll�lll{�uNy R VA Yp'"'uIIII row. ,'ll �I�,V,Iry unuouuu'��^I,Iv,��'I� o III II�'I , Num111, ' Mry"Lojo.,.i11 1111111111111111111111111111111111111111111111 INTEGRITY We say what we mean, and we do what we say BEST FOR THE COMMUNITY We work on behalf of community interests, not individual interests wiirywwluVW ACCOUNTABILITY We are committed to achieving results, and accountability for our actions INNOVATION We strive to creatively improve our services and our community nr% .,nnw^I �I�w�o�ll�ll�ll IVlNIW 'yii'u llllilllllll„olio,. „IIIIIIIIIIIII ''II II, iloolii IxIY'vlliilyJllllillillllilllllll!illll All ";I!Ijilii MIIY1O1III'll'y" / lA r ',41 dl V roo, oOloorro A N 411111111113111111111110111111111161131, uuuf P uullf I�' I I'll uirrrrarrareuuurd�Im�� rn�nurrwv"�,�alrt�lwvaiwww;,'ro+q^�n��rry�r�� ,1'� �I or , uiiozr%r, i r; ; rrii„ r; ii /rry ro/ a ,, yi„iiijrrrarmiiari;;,;,,.;; '19UlMNJ)L u. oh Miry �r�r u I'')III /%%%%/r% Vwo , pp'dlll'll' o' 19oo1'O' IldYjll . '�IY!I;Ili�Viin!u�llil,�lh�, �NI, frri III II"II l ll��llll WELCOMING, OPEN TO DIFFERENCE We are receptive, we listen, and we are open to the differences of others FAIR AND CONSISTENT We are fair, consistent, and respectful in our service to the public FUN We enjoy what we do, and we have fun doing it City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 3 Page 196 of 316 T T P till" i P R Strategic planning is a process that helps leaders examine the current state of the organization, determine a desired future state, establish priorities, and define a set of actions to achieve specific outcomes. The process followed by the City of Shakopee was designed to answer four key questions: (1) Where are we now? (2) Where are we going? (3) How will we get there? (4) What will we do? The process is divided into a development phase and an implementation phase. The full process is depicted below. DEVELOPMENT here we are here e're going Scan the environment Conduct internal and external analysis (SWOT) Develop Strategic Profile Identify Strategic Challenges niti t he P e Define our Mission Articulate Core Values Set a Vision Establish Goals Identify Key Intended Outcomes ulll aes lilu iil'' II""ill 5 1 IIIIIIIIIIIIIIIIIIIIII Illlliiii000i�rrr, 1 Where are we now? 2 Where are we going? 3 How will we get there? 4 What will we do? IMPLEMENTATION o get there Develop Initiatives Define Performance Measures Set Targets and Thresholds Cascade throughout organization Currint 000 of u of loinn fat do Create Detailed Action Plans Establish Accountability: Who, What, When Identify Success Indicators Provide Resources The strategic planning process began with a meeting of the senior management team and the consultant on August 13th, 2019. The meeting included an overview of strategic planning principles, previous planning efforts, and guidance for preparing an environmental scan. In addition, the team an examined the City's current vision statement, discussed organizational value proposition, and how to address the lack of a mission statement and organizational values. The group debated the merits of various organizational value propositions, and brainstormed concepts for mission and values statements. They established a timeline and assignments for the preparation of the environmental scan, and developed ideas for presenting the vision, mission and values discussion to the City Council at the strategic planning retreat in August. City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 4 Page 197 of 316 n, r Dhreclflon: , a Sul ,r, Bona U IIIIIIIII Pr ure On October 25th and 30th, 2019 the City Council and senior staff held strategic planning sessions to develop the strategic plan. As they addressed the question of "Where are we now?" the group was challenged to define the current organizational culture and its value proposition understanding that an organization's culture, and the value proposition it puts forth provide the foundation for the way in which services are delivered and strategic direction is set. The three value propositions and core cultures are summarized as follows. FOUR CORE CULTURES (:°IIII iiiiiill I r IIII IIIIIIII: It re (example: Military - command and control) Strengths: Systematic, clear Weaknesses: Inflexible, compliance over innovation iiiiii�lll III 111o�vlliiiii mi Ilm�um a Iluu� IIIIII�ppIIIV^ luuul MOP (ex: Research Lab - best and brightest) Strengths: Results oriented, efficient Weaknesses: Values, human element can be ignored IIIIII IIIIIIII�I�II :.r IIIIII111111,, II ii P re (example: Family -teams) Strengths: Manages diversity well, versatile Weaknesses: Group think, short-term oriented luuulllllll IIIIII 4311 IIIIIIIIIIIII °II III (example: Non-profit/religious group- mission/values) Strengths: Socially responsible, consensus oriented Weaknesses: Lacks focus, judgmental THREE VALUE PROPOSITIONS 1:111: a IIIIII uiiiVllllil„ III I:II (B' n (ex: Wal-Mart, Southwest Airlines) • They adjust to us (command and control) Proto loci,����� ICI ��������� iiiii v°iiiiii III IIIIIIIII i������� ����� II IIII� III���III�� III � (ex: Apple, Google) • They `ooh and `ah' over our products/services (competence) 1111111 r Ili y. (ex: Nordstrom, Ritz -Carlton) • We get to know them and solve their problems/satisfy their needs (collaborative) 11111 da' i lill.,�lro�„ City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 Page 198 of 316 5 MMwmV�owwWV'wumiWlVWMI, The group engaged in an extended discussion regarding the value proposition and its relationship to the culture. It was generally agreed that customer intimacy reflects much of the current approach and that in a small town that is inevitable. Operational excellence has been important and will continue to be important for operational stability. A number of members indicated that they felt that innovation/ service leadership was something they also demonstrated. Based upon the discussion, operational excellence was determined to be the primary value proposition, with customer intimacy as a secondary focus. mm mmlll ml 1,11111111111 / ST RAT FG IC P I.A N ASSESS CURRENT ENVIRONMENT • Senior Management Review • Previous Plan status • Vision/Mission/Values • Environmental Scan • Stakeholder engagement • SWOT Analysis N i NG P ROC UII�IIIIIIIII � u II IIIIIIIIIIII (IIIII III I,,,,,,IIIIII� m"'IIV,� uuuuuu uuuuuu IIII RCEuu uuuuuu) EIIIIISS 1IIIIIIVIIIIII0,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIoill'IIIIIVlholllllll,uuuil1 V "I' IlViumulmi llm4 V' Ii li u'dl • Strategic Planning Retreat • Operating Environment - Culture, Value Proposition - Vision/Mission/Values - Internal SWOT • Challenges, Priorities • Outcomes, KOI's, Targets • SWOT Analysis 11111111111111111 IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � "M I � IIId 4N�4�WNll��"IIIII°�II IIII • uIuVINIiMI���" I "ul' M II' ' I uMi u u� iiudhuu,,, I � �I' ��M'MIN'IVI�IIh'lulpl " V VV W V hw,Vl W � �� N'wMe WM�„N� I�IIutlI ����IIuMIiIVuR �� 0011i uulpl� lil!II'� u I IIIIII llilillllll II uuuuuuid11111lludulllllilililillllllllllllml1llllllllllllllllllllllllllllll,ll,llll1,h II it"I"Ill���m„ m'YNm'"'"4iplmlryl"II`V^���9�I�N'6"��'VnW�"iVWIWI���' 6I', illllllll,ll�l�llili'i',��Illupull�� Il;jiiu!„ullll',�� �Iluiu V�'�'II'��I�II I'IIN',loigm„Il�iiiilil ' „ ImiVVlul�u hllp VUIIIIIIIIIIIIIIII�Vumuumuuulll�l�l�"'I""""""""' �"�" �'"' ' ���„Mn�omuwwalwmmmur�tll�!'�''""y VIIIIIIII'Vllii'iiullllll!V�iloIIII "'p�l� �liI��NIIiI�NIIh��IV�nM� ��mV!�mlu pl'IuuldVulullll�dullll'� " uquuiVlilll;l'�Implili'uVuVl a„9N'u ll' pl'II,P" Puuum uuuuum uuuuum IIIII uuu m m uuum �I Pilo • Implementation Session - Strategic Initiatives - Action Plans • Refine details • Final Review, Approval �uuuuuuuVuuuuuiiiiiiN�ol luuul m I ° IMi�uuull ° ° VP �mmMlmnnnUmmII�IMIWI�VWI������ II n��I���IIIFnIIn�� IIIIIIIIIIII IIIIIIIIII IIIIIIIIIII 1,1111111111111111111111111111111111111111111 , IJ I�,,r/I� �uludllllllllllllllllllllllllllllllllllllll� /% / ,IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'll"I' / tllll % r IIIIIIIIIIII;I'iIPIIPIIIIII�IPNI�I;,,,,,1 'Illiiiilllll�lllllll ������� IIII ;III �'�II�IIuullllllllll IIIIIIIIIIIIIIIUIIIIIIIuuuuuullllull°;���"I, I ;�'' .1w,,.,. ��,�,a,'A�r �'ru,rrrNlll*'"I uuuuuuuuuuuuuuuupii�m��'� ���'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIj6 �5 uduil�gl I���I;II'�" uum'�IVIIIuI�VIliuVill�i�IllliiiiuullllVulliIIIIIIIVI �I.IIIVIIII���I�'I'�;'�II�II�'IIII'IIIiI',�liiYullilll���u�illlu��I����IIJV'�I"�ulyglumu���� I ..I lilil City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 6 Page 199 of 316 IIiI1111111111,,,.l' ";IIIIIIII'„IIIII �I Vlll�lll�ll��ili�ll!III��I�I�ll�du�ylp'��uiiilll�l!�I�ill'illi!�I' 411i�!il����i�l � i YI V Vullllllllllllllll uuuuu��l1 III � ^I IIIII � I r 1,1IIOIIq1uIIN ,loro.i/ umuulNW NI liiiii u�rfIIAr lllllllltl IIII IIII��� � 11111111111 The group then directed their attention to their mission, vision and values statements. They agreed that they needed to develop a vision statement, beyond the general work done in conjunction with the comprehensive plan. They spent time debating their purpose and long-term aspirations for the community. They examined statements from other communities. A brainstorming process ensued, resulting in the identification of key concepts the group favored for the vision. These were then used by the consultant over the succeeding weeks to create a statement which is listed on the following page. The group then turned its attention to their mission and organizational values. Similar to the process used for the vision statement, the group reviewed sample statements, discussed their beliefs, considered the decision regarding value proposition and organizational culture, and identified concepts that reflected their consensus. These were used by the consultant to draft a mission statement and a list of values. The mission and value statements are listed below. lllll llllllllllllllll ""'III Igmp�111puuuuuuu 1Iliiillllllllll0000000IIIIIIIIIIIIPullllll ,111111,11111IIVlllllllllllllllllliiiilllillllll IIII uuuuouuuuuuuuullllllllllllllllll " MiSSIDNI TAT IIIII M'' IIIII INT ur mission is to deliver Iigii quality services essential to maintaining a safe and sus itnal�ble community. We commit to doing this cost-effectively, with lint rify and transparency. IIIII IIIIIIIII �II� , Il��llllol r I II 111 ° Y11Ir , 1„1„1,I,„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„,,,,,,,„,„„,,,u.„„„„„\„„„,,,,„„„„,„„..b,„,, �lnlllll'!I°II; IuliA�,IlNulllll" „ppIIII II111111111 ��,� II�IIIiuu��llll III 10IIIII1IIII1IIIIIIIII10IIIIIIIIII I II I o� I ul u I I m I Im III III IIII u I I II II �' I I d I uull l u l I II I I ��tl o I YQ �I H Io I lr w ^^IIII' °'Ih,M� IIIu umlm'� i� V �i pd 9IVI�iI IN��II�^II' IIIIII I�II� IillVltltld, uuull!IdPI�11111u1,11,ill � i � �l I�II�IIIIIIIIIII IpVI„ m�..l 81III1111 ll IIIII IIII I Jou V� II, 1,i,! Il i 11 VI I ON STAT IIIIIIII NT I Shakopee isa place where p o l le want to b A distinctive river town, with a multitude of usiness, cultur I and recreational opportunities in a safe, !coming and altfactive environment for residents and visitors. Illi'Ifi1 uu lilil' Ill Ili'' pil °' IIIIIII IIIII' �I���� v 1,1 II'OI;II I,Y �ou� qam l l" �„i����I'�IIPio'h',Ilo,llpq'.gIP„ 1,1111111111111111111111111111111111 d��;op����' I'II�N'MIn�IN�II^'I�'IIII^III"Till'ill���iIIIIP"I��V'�II�I�Yi�'iIY^i!�lil lY Ililllllliil°��' illl'�I ��q�;l .�� �� li�ll�l I'�II �w�������M'���uulllllllllw�ouu���� °+d �� �, J�u ul'illll'llll °�iiul ll ��lidl IIu�IY'" tim��d�ryloI�IIIIIIMOilol�m I' "�u������ I��I�H�'d'llu�l�u'�;Iliuuuumudd�Nll� q�;iP" III r d�lo II e IIIIII iV"l"^ m p l „ Mmul'I 1 IINI ��� a 'Vli ollll l 11111111111111111111111111111111111 IIIiiIYI,iI`;°',quvl;l h Itll�n1111,. llll City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 Page 200 of 316 7 mw fJ rr�M) yRti i Jrlp112i/llJ� 7� AKW OW, 1� I , (11 //01 1' J „��� „ 1 IIII' imi'RI N1di i l'j r 1/1 !11 m'Ilo kf'';;i 11111111111111111111111111111 I NTIII IGRIT .I We sayH what we alnl, and we do - what we say B ST FOR iITH COMUNIT We work l on beh of community interests, not II n1 d iIv iI d ul" I 1 interests ACCOUNTABILITY We are committed t achieving, results} and accountability tor our acfllonls INNOVATION We strive to creatively improve our e° iilllllI rmmI, �►I ST RAT FG IC muu '� uuuuuup uu uu uuuum ul ail i �IVi� I IIIIIII uuuuuu IIII I uuu uuuuuu IIIIIIII uuu III�VUI�uV Im ""IIIIII • Senior Management Review • Previous Plan status • Vision/Mission/Values • Environmental Scan • Stakeholder engagement • SWOT Analysis P LA N IIIIIIVUUVIIIIII N i NG P IV,i iuV'�I�yll�� � glii'�i lu p� 00000000000000p0000il UI�II'II�G � I ROC j GI ll'ov000000000000000000000000000 Y „uiim wmo����IIIIII�P'! �I �1'w MI IN , I��P�� o00 o00 o00 W IIIIIII I LCOMING, I N TOI FI FI I R NC I., I.„ i I I Illlllli� IIIII I ���� IIIII I IIIII Iu We are receptive, we listen, and we are open to the differences of others FAIR AND CONSIST IIIIIIImNT We are fair, consistent, and respectful in our service to the public FUN We enjoy' what we do, and we have fun rollnlg It FSS SET PRIORITIES, TARGETS • Strategic Planning Retreat • Operating Environment - Culture, Value Proposition - Vision/Mission/Values - Internal SWOT • Challenges, Priorities • Outcomes, KOI's, Targets • SWOT Analysis uum uuum uuuuum uuuuumIIIIII uuu uuu mu uuum A umuu II • Implementation Session - Strategic Initiatives - Action Plans • Refine details • Final Review, Approval City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 8 Page 201 of 316 (IIIIIIIIIIII (III I •i', Rt h IIIIIIIII IIIIIIIII I I IWYI III IIIIIIIII Il IIIIII I'� Il IIIIII , Il , �� ; IIIII flfl Strate. c ProlIIIIII rifles Following the vision, mission and values discussion, the leadership team continued the process of assessing the operating environment. This was done via a SWOT (Strengths, Weaknesses, Opportunities, and Threats) analysis - a process that examines the organization's internal strengths and weaknesses, as well as the opportunities and threats in the external environment. To facilitate this, a SWOT questionnaire was distributed to the City Council and senior staff in advance of the planning session. Using the SWOT data, a small group review process revealed the most frequently mentioned characteristics in each area. • Fiscal stability • Growth oriented • Customer -service oriented • Leadership and staff • Downtown riverfront SWOT Analysis • Engaging and collaborating with partners (SMSC, businesses, diverse population) • Continued growth and development • Staff investment • Embracing our history • Riverfront and downtown • Leveraging existing plans and resources WEAKNESSES • Staffing • Communication • Budget • Relationships • Prioritization • Lack of vision/direction • Planning (goals/strategic) • Diversity • Inconsistent policies and procedures • Community engagement • Council stability • Staff stability • Community division/ perception • External relationships • Unknown economic future • Implementation of plans • Impacts of taxation • Infrastructure concerns • Broad public safety T E IT City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 9 Page 202 of 316 Wfl The group used this information to identify those opportunities that would be helped the most by the organization's inherent strengths and which external threats were most likely to exacerbate their weaknesses. (Make good things happen) • Continued growth and development • Invest in staff: training/education, add staff as necessary, competitive pay, technology • Implement/embrace big ideas • Comp Plan & Parks Plan • Downtown • Riverfront • Gateways • Engage and expand collaboration with our partners uE R BATE BY T !R EATS (Keep bad things from happening) • Staff instability • Lack of internal and external communication • Fiscal uncertainty • External relationships • Lack of planning & follow-through • Council stability • Lack of diversity City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 10 Page 203 of 316 Following this exercise, the group examined the results, and then engaged in additional brainstorming to identify the strategic issues and challenges facing the organization. ul n II 11 , l d ul�� o!, Y(� kt A��I III'�6 I� I�l�l,��ll olll�lll llf,,��,II .,�,,��., I� fl�lllllulllll 4 I I I.. 1111 � I I I, I, II� I III I I III I I III II I v I I I I � y l II I I I II N 1 I I V IIIIIIIIIIIIIIY III � P I I I I II. I ICI IIIIIIIIII IIIII II.. IIIIIYf II III IIIIIIIIII Illlllll�uld tllYlldllllllllll I IIIIIIIIIIIUII�IIIIiiIIIIIIIIIIYIIIIII�IIIIIIIIIIIII�YY�IIIIIIIIIIIiillulu�IIIIIIIIIIII�IIII�IIVIIIIIIIIYIdIIfIIIYiIIIIIIIIIIIIII�IIIp�YVldIIIYI�IIIIIIII I„ ) , 1pll�llllllil�llllllll���l i�lip���� I I II IIIIIIIIIIIIII��IIIIIIII�III�IIIIIIIIII II II IIIII IIIIIIIIIIIIIIIdi�IIIIUIIIIIIIIIIIIIIIIYhPllllllllllgl 1�IhuIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I�IIIIIIYIIIIII ,IIIIIIIIII IIIN II� W,,II�'IIIIII�I�„„I IIII�, III I. I� I I IIIiIIII�, Iluwlll"lu �ill'iNIIIIIIIII IIIIu,I I I ' ,,IIIIII„ � III Ao u I ,IIIIIIIIII uulllllllllllllllllllllllll' """ uuullll�,IIIIII� Iwl„Illllu lu ,IIIIIIIIII mIIII�^°IIIIIIIIIIIIIII �����������,,,, .�,� „��,, Ili"���,I�II ��� IA„N I uuuuuuuuuum II m I l u m I Iml IIImIIlldll III �IoI I 1 ,III ,II it iI� I I u I�I�III I I. I IIIII ,III IIIII IIIII i I III �diIIII olll. IIIII„ xJI lilillllllll��lllll Iolill^ II IIIIIIIIII^III,II IIIIIIo ,wllll�l�� � IIIIIIIIii ��IVII„vll�l'.III I ���I„��I„.III�Illlmu�I„II,I�I�II„;udl�l�l�lu�u I.�II�I„I�,oII I. to I A,I;116�u'r'Id6�iil�i�I�IVIIIVI'pI�ImI�Ii�IIdNmlimlmllliui�Illl„,Ipll'u�l�;ddll�l �I II„IImmN�u„I,lu�u�li"' m�l'diwl ,pll�l'�flYl,�°Im{i�!I;°I I'IIIII�� W'10^,111u "1I II, Hoop* IIIIII �I�III�I 9,ui„III. II III FINANCIAL„ STABILITY' CTIV ,IIIIII II " III „ PUBLIC I III I IIII� IIII� IIII� IIII� ,� IIII� II,I IIII��� IIII� IIIIII IIII� IIIIII IIII� I,IIIIII!III III S • Redevelopment • Growth and development • Staff development • Downtown development • Riverfront • Gateways • Partner collaboration • Staff instability • Communication --internal and external • Fiscal uncertainty/stability • External relationships • Planning and follow-through • Council stability • Diversity Based upon the challenges and issues identified, a facilitated discussion ensued to determine the highest priorities for the strategic planning period. The following priorities emerged as the most important over the next three years. II � ''I '', ��� � ''I IVIIIII ��.,, I� ��' COMMUNITY" "III �,,I�,,� '',''�, I,� �� ' �I, I, I� „r�'STRENGTHS' IIIII I Y EN I�AI�C:.I� CC1M1�11 I� ��lolll IIIII I I I I r, COMMUNICATION City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 Page 204 of 316 11 he Prop n To clarify the meaning of each priority, the group identified key concepts which were used at the retreat to create guidance, and ultimately will be used to create definitions. Financial Stability • Growing tax base • Stable or lower tax rate • Funded long-term plans • Adequate fund balance • Growing non -tax revenue Enhancing Community Strengths • Riverfront • Development/redevelopment • Canterbury • Entertainment venue support • Big ideas • Plan implementation • Innovation • Protecting environment • Downtown & history • Embracing diversity • Parks planning • High wage jobs Key •S:;utc;.mes, n C rs, an IT ,,' « ets Effective Public Services • Infrastructure management • Customer service • Staff development • Adequate staffing • Public safety leadership • Policies and procedures • Process improvement • Deliverables • Business planning • IT data protection Communication • Internal • Collaboration with partners • Community engagement • Transparency • Diversity and equity • Branding b Priori III With concepts/definitions in place, the group determined the most important outcomes to be achieved for each priority, defined Key Outcome Indicators (KOI's), and developed Performance Targets. KOI's define progress toward desired outcomes. Performance Targets define successful outcomes, expressed in measurable terms. The alignment created between priorities, outcomes and targets is important, not only for clarity, but also for maintaining a disciplined focus on the desired results. City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 12 Page 205 of 316 Financial Stability a. Outcome: Stable tax rate KOI: Tax rate Target: Annual rate change equal to/lower than implicit price deflator b. Outcome: Diverse revenue sources KOI: Non -property tax revenue Target: % increase in non -property tax revenue yearly; Reduce financial burden of enter- tainment destinations by $ by c. Outcome: Adequate funding of CIP KOI: Long-term plan budgets Target: % of high -priority CIP projects funded by _(date)_ fur A h �'�'�✓.IIIIIIIII �, �. ra „+ew:t �. ',m�n�a Enhanced Community Strengths a. Outcome: Make big ideas a reality KOI: Funded and executed plans Target: Cultural trail completed by ; Innovation center completed by ; River utilization Phase I by 2024; Gateways/west end started by 2021 b. Outcome: Enhance quality of employment and jobs KOI: Average wage; Median wage Target: Average median income increased by 10% from to c. Outcome: Successfully maximize entertainment options for tourism and visitors KOI: Increased holding power Target: Increase # of overnight stays & ADR from to by ; Increase events from to by ; Increase participation in public events from to by City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 13 Page 206 of 316 a. Outcome: Stable workforce KOI: Turnover rate; Internal hiring rate Target: Yearly turnover rate % or lower; % of internal candidates selected for supervisory openings (5 yr. avg.) b. Outcome: Effective infrastructure planning KOI: Plans in place Target: Prioritized infrastructure plan and funding philosophy adopted by c. Outcome: Adequately service the demands of growth KOI: Study results; Staffing ratios Target: Determine level of staffing needed in 3 departments by 2024; Determine the service delivery standards in 3 departments by 2024 a. Outcome: More voices engaged in decision -making process KOI: _#_ of participants; Diversity of participants Target: increase in segments of the community participating in decisions by b. Outcome: Increase community trust of the City KOI: Survey results --trust Target: % increase in community trust from 2020-2024 c. Outcome: A positive image of the city/community KOI: Survey results --image Target: % increase in positive opinion regarding image from 2020-2024 uuuumi �l ��l Vuuuumull�, IIUIIIIV um uuuuuuIND uuu uuu uuuuuu Illllumllllllll Illllumlllllll �� IIA llu� uuuuuu IIIIIIIIIIIPh I ER III uuummPIIII uu • Senior Management Review • Previous Plan status • Vision/Mission/Values • Environmental Scan • Stakeholder engagement • SWOT Analysis IIIIIIIIIIII IIIIII IIIIII P1,1( IIIIII Vuuum umu IIIIII IIIIII IIIIIIIIIIII °'�IIIIIIIII� ^I� uuuuuu lllllllppllllll lllu uuuuuu ^S IN,� um uuu uu Iluu° 1 IIIIIIII mm�ll • Strategic Planning Retreat • Operating Environment - Culture, Value Proposition - Vision/Mission/Values - Internal SWOT • Challenges, Priorities • Outcomes, KOI's, Targets • SWOT Analysis • Implementation Session - Strategic Initiatives - Action Plans • Refine details • Final Review, Approval City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 14 Page 207 of 316 In p )ev 11111.15 11111111 menu 11 +� ping s • h ra e VIs® o g is n nir • !!j °Ives nd A h n P ans To successfully address the strategic priorities and achieve the intended outcomes expressed in the performance targets, it is necessary to have a focused set of actions, including detailed implementation steps to guide organizational effort. The City of Shakopee will accomplish this through a set of strategic initiatives. Strategic initiatives are broadly described, but narrowly focused activities that are aligned with the priorities and targeted to the achievement of outcomes expressed in the Targets. On October 25, 2019, senior staff and the consultant met to identify strategic initiatives. Following this session, staff teams worked to develop detailed action plans for each initiative. Financial Sta iiiii iiiii° y • Develop a long-term financial plan • Develop a grant decision -making process • Improve 5-yr. CIP prioritization process • Explore methodologies for capturing tourism revenue IIIII c Community S tof ,ll ionnn' nb • Develop and execute long-term plans • Evaluate economic development policies regarding higher wage jobs • Refine business promotion and attraction process • Improve culture and tourism marketing • Explore collaborative partnerships for tourism and events EffeIlillve Pub!! S Irvllic es • Develop a 15 yr. CIP • Conduct a staffing study • Develop service level standards • Develop impact review process • Create comprehensive performance management program C*IrIrn IIIIIc ""'IIIII • Develop and implement strategic communications plan • Develop strategies to reach underserved populations • Pursue branding and image efforts consistent with vision 1,401,1,46 0 '?/ i off .„ /-(7((e-7, tf! Mm if w"'MMWM �',d�u�,uuquo,'�����Ird�������������m.,�V )10 ,ls�%✓✓i�'a%ric, voloo pup i City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 Page 208 of 316 15 000 J1 r kir%ii 1 The strategic plan was developed with the hard work and dedication of many individuals. The City Council led the way, taking time out their schedules to commit to long-term thinking. They defined a direction and a set of outcomes that are important to the citizens, businesses and stakeholders with whom they partner and serve. The City 's senior staff supported the City Council offered challenges to conventional thinking. J; IIIII' f,,,, IIIII William Mars, Mayor Jody Brennan, Councilmember Angelica Contreras, Councilmember Matt Lehman, Councilmember Jay Whiting, Councilmember Bill Reynolds, City Administrator Nathan Burkett, Assistant City Administrator Lori Hensen, City Clerk Steve Lillehaug, Public Works Director/City Engineer Jeff Tate, Police Chief Rick Coleman, Fire Chief Michael Kerski, Director of Planning and Development Darin Nelson, Finance Director Jay Tobin, Parks and Recreation Director Dave Kriesel, Building Official Andy Hutson, IT Director Alissa Frey, HR Manager Kristin Doran, Communications Coordinator Joy Sutton, Grants and Special Projects Coordinator City of Shakopee Strategic Plan FY 2020 - 2024 I December 2019 16 Page 209 of 316 I SW T Results Page 210 of 316 STAFF • staff practice the "art of the possible" with innovative solutions • passionate commitment to doing things right for the good of the community • vast network of collaborative strategic partners allows achieving the otherwise impossible • agility, flexibility, and responsibility (willing to lead, follow, or do whatever needs to be done) • transparency • unapologetic dedication to offering fair and equitable practices, procedures, and policies • Excellent staff throughout the organization • Little controversy when compared to other cities • Professional development opportunities • Financially stable city • Strong leadership • Environment exists to bring new ideas forward and to take risks • Dedicated employees • Very experienced and dedicated staff • Fiscally sound • Continued community growth • Now stable council • Award winning Comprehensive Plan setting the stage for 2040 • Park Plan in place for future park developments • Long term payments through rents allows for capital replacements • A lot of younger staff that are some of the best in the metro • A motivated, committed and relatively young workforce, particularly midlevel employees • Agile and modern information technology resources • Freedom to take risks and explore alternative possibilities • Comfortable financial position • Public facilities and work environments • Leadership/Experience • Training or Resources to Training • Positive History (within the community) • Customer service centered • Dedicated staff • Sound financials Page 211 of 316 • Staff support from directors • Forward thinking on the development and growth of the city • Great employee minds that are forward thinkers in terms of technology • Great people/employees that want to do a great job • Budget typically allows us to do the projects that we feel will add value to our city • Council gives employees ability to make experienced and educated decisions • New buildings help with employee satisfaction • Strong Leadership • Fiscal Responsibility • High Growth • Committed to openness in government • Moral Compass • Culture of Innovation • experienced staff • customer orientated finances are in order COUNCIL • Engaged workforce • Strong financial position • Informed and experienced staff • Experience administrator • City Leadership • Fiscal Stability • Customer Service focus • Management of organization by dept • Our downtown • Our riverfront • creativity and innovative • videos • Employees • fiscally responsible • still growing and building • open to conversations and questions • Diversified tax • Base, geographic location Page 212 of 316 STAFF • been doing so much for so long with so little that now expected to accomplish anything with nothing (not staffed appropriately • in staff numbers to do jobs and appropriate grade) • professional development for ALL not just the lucky few • team building activities where vision, mission, etc. are discussed so everyone understands the "why" • shortchange the budget for political reasons (the levy that will "sell" rather than the one we need) • marketing (over promote few sound bites • "tax cut" while failing more important messages "safety") • Some positions don't attract a lot of applicants • Relationships with the county, school district and SPUC fluctuate • Some of it's needed but the process can be messy • tribalism • Shakopee cheap • things have always been done as cheaply as possible and now we are paying the price • No long-term budgeting that would allow for bonding of some larger projects • Silo staff in some areas • No city was ever known as the tax cut city -That's not how you build stability • Council seems sometimes focused on little things like oil changes when they should be thinking about the future • Some council spend more time worrying about social media than the general public • Apathy from the general public on most issues • Lack of true messaging to residents and community identity and engagement • Too political • It's about what is best long term for community not about the next election • SMSC relationship • Lack of strategic vision and prioritization, e.g. continually changing targets and priorities • Poor internal communication between departments • Homogeneous department leadership • Lack of community engagement • Inconsistent following of processes and procedures • Facilitating change due to financial constraints Page 213 of 316 • Slower response time due to approval process • Breakdown in communication among directors, departments and employees • Lack of completion of projects (projects are started and then, dissipate or employees told XYZ will happen, and it does not) • Not competitive with other work environments • = losing qualified candidates for open position (for example, no flex scheduling) • No performance reviews • Diversity in workplace, esp. in leadership positions • Lack of citywide prioritization of projects • Scheduling resources between departments • Sharing of future department projects • Transitional Identity issues between old and new Shakopee • Lack of Strategic Direction from Council • Association with SPUC with no ability to change • rightsizing of staff for the current and growing community (e.g. not enough staff in some departments to deliver and lack of support to grow the staff adequately) • lack of strategic planning connected to the city's goals • SPUC is not the city, and the city gets the bad rap for SPUC's doings • resilient economy COUNCIL • organizational alignment/shared vision • strategic focus • sometimes we don't see out of the box • Need more diverse opinions • Need to be more inclusive • We need enhanced communication with public • Not planning longer term • Having vision and following it long term • Not embracing the riverfront • Communication proactively verses reactively • Councilmembers should represent city goals and council direction when out in the greater community • The council goals and the council liaison roles should match • the number of employees should grow as the city grows • reputation • Growing too fast, lack of other jurisdiction infrastructure • high thinking lofty big thinking affecting tax relief Page 214 of 316 r� 000 STAFF • invest in staff for return on investment through performance • tell the Shakopee story (marketing is a HUGE opportunity) • add staff needed to accomplish goals and objectives • right size (continuous analysis of the team needed to accomplish the mission) • stop doing things just because we've always done it that way (i.e. mowing grass vice gardens) • Take advantage of growth • Put city in great shape for years to come • Make sure staff is paid appropriately at all levels of the organization to stay competitive • Invest in the right technology not just the latest and greatest • Manage river front appropriately • no building if it will flood • growth • We are a growing city that can set the standard for the metro area • Capitalize on education • Capitalize on the Minnesota River • Capitalize on the downtown • Engage the corporate community • There are some huge companies here that feel like they are located "someplace else" • Engagement of the community; They could be part of and participate in creating a remarkable city • All of the things the community wants in the 2040 Comp Plan and the Parks Plan • Deliver on some and we could be the next great community • Better engagement and understanding of the • SMSC community • Diversity of the community • SMSC relations • Community vision presented in Envision Shakopee • Changing demographics, increased inclusion for diverse and underrepresented populations • Continued tax base growth • Downtown and Minnesota River development opportunities • Updated Technologies in various departments Page 215 of 316 • Economic and development growth (I see it as an opportunity and weakness) • Diversity • Customer Service • Transparency and trustworthiness • Collaboration with other cities • Continued economic growth momentum within the city • Great base of tools available for current and future projects • Capitalize on growing reputation • availability of land for development (annexation) • continued redevelopment opportunities (downtown, Canterbury, etc.) • vision and master planning (Envision Shakopee, Parks Master Plan) are in place, now we need the funding/implementation/continued support • rich history of Shakopee: early settlement, Dakota Tribe COUNCIL • Learning and demonstrating best practices for local government • mass communications • Data based decision making • Collaboration with other entity and governments • Collaboration with food restaurants much needed • Engaging the public • Council speaking on the same page • Council being supportive of staff • Council being supportive of plans • Staff needs clear direction • Leadership collaboration with other organizations • Strategies beyond 510 years • Leveraging other Governmental organizations together • build the relationship of Council and Board and commissions • partnerships • 169 and additional river crossings • Focused gout, required services versus big thinking dreams Page 216 of 316 r STAFF • a small and vocal short-sighted minority sabotaging the efforts positively moving the needle • disagreements on who Shakopee is now vs who Shakopee can be, so NOTHING happens • need a little less conversation and a little more action on big ideas • apathy • Concerned Citizens Facebook misinformation spread via social media. • Instability of elections in Shakopee for example, the next election could either bring back an old or a new loose cannon. • Expanding too much with staff • right size the organization. • Additional land put into trust and off the tax rolls. • ignorant politicians • Apathy with a lot of the residents • Not engaging the diverse community • Need to grow the budget to meet the needs of a growing community. • Not engaging the corporate community and having them feel they are part of the larger community. • Not many of their management or even workforce live here. • That needs to change or there is no long-term reason for many to remain. • SMSC relations • Millennial staff looking to other cities • Inability to identify who Shakopee is/wants to be • Increasing political and economic polarization • Aging infrastructure system (many streets reaching 20to 30-year milestones) • Lack of trust in government institutions • Highway 169 limitations • Unknown economic conditions • Various changing laws, that affect our workflow/processes • Economic and development growth • Public relations • Public perception/scrutiny • Information technology • constant threat of infiltration/hacking • Public Safety Page 217 of 316 • Cyber-attacks/security • -Public external technology convenience vs security • City Council election changes • slowing economic environment • Reduced growth • Recession • Electoral Cleansing of the Council by Extremist • disconnection with the county • disconnection and battle with SPUC • maintaining a sustainable vision COUNCIL • Choosing to execute the visionary plans we have • Building relationships with partners and the community • Ensuring new development is financially stable • Need of good Eateries • Hwy 169 expansion collaboration • Fiscal management • Stability of staff • Implementation of long-term goals and plans • Resolution of the SPU discord • Affordable Housing in line with business community needs • 169 • Drug Meth and Opioid • Job Market • Hiring qualified employees and offering a competitive pay and benefit package • Cost of entertainment businesses on the city • River crossing capacity • transient tourist crime • taxation impacts on existing affordable housing Page 218 of 316 STAFF • elections • budgeting to accomplish objectives identified in comp plan and parks plan • agreement on scope of objectives to pursue • commitment to accomplishing things outside of normal business that is politically hard • staff turnover (particularly in Public Works) • maintenance at the standard it is (City Hall Community Center Ice Arena Public Works) • Managing growth and right sizing the organization • Unknown what future city councils may look like • are we going to go backwards? • It could happen fast • Keeping good people in the organization • personnel • technology • cohesiveness • How to we pay for things going forward after tax cuts • Losing younger staff with enthusiasm • Continued community apathy • Identifying a clear vision for the future: Who are we? • Who do want to be? • What is important to us? (externally) • Identifying a clear vision for accomplishing the community's priorities (internally) • Maintaining staff morale and enthusiasm toward work and organization • Financial Sustainability • Succession Planning • Evaluating Technology Needs • Budget and taxes • Economic and development growth • Infrastructure • Technology • Public Safety • Maintain growth • Cyber Security • Maintain strong city leadership • Continuing to keep the organization politically stable • Keeping and attracting talent for key positions Page 219 of 316 • delivering Canterbury Commons • 5yr TIF plan • community growth • attracting higher paying jobs to the community COUNCIL • Partner relationships • Cyber attacks • Other tax charges not the cities taxes • Cyber threats to IT infrastructure • Division of the public • Long term • the aging of infrastructure • Attracting a strong long-term workforce • The impacts of our regional entertainment draws • SPUC • Media that is based on sensationalism reporting • Social media • Scott County Metropolitan Council • Inaccurate/incomplete data reported by outside agencies in order to influence community and political influencers • Multiple jurisdiction • infrastructure not keeping up with hyper growth • Future taxation • impacts on existing affordable housing stock • Crime from transient tourist populations Page 220 of 316 Environmental Scan Page 221 of 316 L N _o 2ad) a cu Page 222 of 316 • • . • Comp plan has over 445 "strategies" east 200+ "strategies" 0 4-a 0 CD CD cu -0 CD CU _O CD 0 CD -a a) co CD (a >1 CD . • Page 223 of 316 „1,011111,, adud II iii11111111 ° ;;r l;l; IIIIIIIIIII 4 4 rpff IMMi 1111111 'I Ire wli 001 Page 224 of 316 c .- c(7) CD .14 s > a) o (13 a) _c o a) _a V a) -o E c 0 u • o (a C 0 C 0 0 Q) CU I, C) > C —C w 0 ro C(D.N a) E w E o 0 o_ cu j a) (la a E o a) 0 w > > > 0 0 a) E oU- a) • Police Department: Safety, Honor, Pride, Integrity, Be Nice (the golden rule) • Lfl 0 0 a) _c 0 (e) E a) 0 0 a/ a) E () .2 (r v, > u ay _0 c 0_ (I) x a) a) .> o T; (1) 0 E E E c O . -0 u5N = c:L• (I) E c • > O ° v) 0_ Z13 E • Page 225 of 316 E 2 cy) o W (7 0 0 (C3 4(2 C _C CD EC 2 a3 o_ ov-Ni o >, c _c c oEcu o >, 3 0 = (i) a) (I) 0_ ft, 0 0 o _C 00 Lf) 0 0 +7, ro 0_ 0 0_ N 0 m • aL 0 NH rn N il(N01101111111 In 0 w 0 n44 Page 226 of 316 .1771+ 2 o _c v, _c 4, 2L2 40 a) wa, a.) w tu' .,>,‘ 0_ u o c >, cu 4_ a) _ s cu Ln 0 = E E sr) 0 au) a) E cu ra 4-, .3 a) c —0 .— 0 v, E uci, 0 1.2 E — cu > —0 v GOE v, a) O v) (1) CU CI) 4-- fzE _c — .7< c 0 C 47.1 0 C eLZ ›N 0 (I) q:) a) V) 2 cu .0 (7:5 5' —(2 0 U ki re) >, • r`l 0 0 • tf) E coE -P13 Ev' .E1 cij! —C > • • • 111111111111111111111111111111111111111 LU C 0 * RIM CD 0 Lan ‘3. m lob 0 11111111111 0000000000000000000000000000 D000000lool0000loollill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII „.„1„1111111„1„111 111111 11111111111,,,,P1111"1. 011111111111111 11111111111111111111111111111111111 rr I lj 111111 111110""Equi,,,,,,, 1,11 1""1"11111111111111 mmmmmmmmm„ 0J rt) fX > 4 .C1I. 0 4Z eti 73 41 CL 0 EZ CL " 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIII 0000000000000000000 1 1111 1111111111111111111111111111111111111111111111 0000 0000000000000 760 Page 227 of 316 c • E • _ c v, 0 • - _ N. c >•• C CZ 5— CD (75 —C CD U C sa) CU 0 o u .(3)- cU c- V) _C 0 a) a) 0 CD N _c a) >, 0 —C —C 0") —CD —C CD e u 0 u 3 Z9S‘ •,, .11111111111111111111111111111111 0 OT 8S L 8 'S 9 OSiSvT ES 128'9E 1 111111111111111 0 U ON el4,1 ON ON ,r111,111.1.11.11,11.1 ON ID, UP 0 4; E E , NIL P PP P Page 228 of 316 0 (75 a) • • a • CU CD_ 0 commuter"? I. 111 Tor, mit r 0 ,r1 r'rr rrrl„) - , rra) ror„ C„) 11111111111111111111111111111111111111111 4 Page 229 of 316 on, r 174 'Total housing units 14 Area MM. Ws as a percentage' ofmk% uUnits affordable to h Ak kW k\ k w ktkw km„, tncorne (AMU k Vim \k'kk 11A kam 330 < 30% 6,729 47% *1011,9!1P4A419 cost 0y170,1, ,[354 17% 070. e '„ t,',",c) o„.„In e,,,7,73) 047",4 CO 51 = 803 11,357 Publicly subsidized affordable units Publicly subsi.--zitzed 73:W units tailI) co CD ,,c, (7) ,,,,„„o e„;17,0 o„.„r) II 8 0 t:X; 30tAt FIPMP9t#14sPg, < 30% ',,,•-'..."2g! 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Shakopee City Council February 4, 2020 FROM; Jon Lyksett, Communications Specialist and co -lead of the Shakopee Racial Equity Team TO: Mayor and Council Members Subject: Equity Vision and Work Plan Policy/Action Requested: Adopt an equity vision statement and support the goals of the team. Recommendation: Adopt the policy/action as requested. Discussion: We ask you to receive a short presentation on equity, support the equity vision and incorporate it in to our strategic action plan. The United States has a complicated history, with policies that have both corrected and widened inequities. During Shakopee's 162-year history, policies enacted by federal, state and local governments have contributed to inequity. Shakopee is more diverse today than it has ever been before; nearly 50 percent of students attending the Shakopee school district are children of color. Building a Shakopee that works for all residents, regardless of color (or any other status) is an important mission that staff, council and community leaders must take as public servants. For the last year, a group of Shakopee city and school district staff (cohort) worked with the Government Alliance for Race Equity (CARE), the League of Minnesota Cities (LMC) and fellow Minnesota communities to learn how to create an equitable community that benefits everyone. The group acquired strategies and tools that staff will use in decisions and recommendations to council to ensure council actions do not unintentionally burden any group of people. Page 241 of 316 The cohort developed a community -shared equity vision and requests council adopt it and support the racial equity team goals as listed below. Vision All people throughout Shakopee will live well. Shakopee will set the standard for excellence in public services, inclusive decision making processes and equitable treatment in the community regardless of race, sex, creed, orientation or any other status. Goals Advance equity in Shakopee by: 1. Developing strategies to reach under -served populations (as indicated in the 2020-2024 strategic plan) 2. Building collaborative relationships with other organizations to support each other in equity efforts 3. Advancing organizational competency around equity, with a focus on racial equity. 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Shakopee City Council February 4, 2020 FROM: Lori J. Hensen, City Clerk TO: Mayor and Council Members Subject: Request from Mr. Wilkes concerning liquor violation fines and suspension. Policy/Action Requested: Option 1: Approve a fine of $2,000 and a 6-day suspension to begin February 10 through February 15, 2020. Option 2: Approve a fine of $2,000 with a 6-day suspension to be determined by council. Recommendation: As council determines. Discussion: On October 20, 2018 and June 1, 2019, police conducted alcohol compliance checks of the city's liquor license holders. Southbridge Liquors failed both compliance checks. City code states in 114.99 subd. B.2.a. A $1,000 fine and a 1-day license suspension for the first incident; provided, however, that $500 of the fine and the 1-day license suspension will be suspended for 1 year on the condition that the licensee has no further incidents of furnishing or selling alcoholic beverages to minor during that 1-year period. A waiver of agreement was signed by Mr. Wilke, owner of Southbridge Liquors (signed waiver attached). For second violations it states in subd. B.2.b. A $1,500 fine and a 5-day license suspension for a second incident occurring within 3 years of the date of the previous incident. This fine and suspension is added to the $500 and 1-day suspension previously suspended, which brings the fine to $2,000 and a 6-day suspension. It also states in subd. B.3. All multiple -day license suspensions shall run consecutively beginning at 12:01 a.m. on the first day of the suspension period and ending at midnight on Page 245 of 316 the last day of the suspension period; subd, B.S. No suspension or revocation shall be imposed by either the City Council or the City Administrator until the licensee has been afforded an opportunity for a hearing in accordance with § 114.02(D) Mr. Wilke has requested this hearing to discuss the 6-day suspension. A copy of his letter of is attached. Budget Impact: ATTACHMENTS: D Waiver D Letter Page 246 of 316 WAIVER AND ADMISSION OF VIOLATION I admit that an unauthorized sale of alcoholic products to a person under the age of 21 occurred at my business, Southbridge Liquor, 8071 Old Carriage Court on October 20, 2018. I acknowledge that this violation is the first one in three years at this location. I understand that the penalty for a first violation is a $1,000 fine and a one -day license suspension, however $500 of the fine and the one -day license suspension will be suspended for one year on the condition that I have no further incidents of furnishing or selling alcoholic beverages to a minor during that one-year period. I waive my right to have the City Council review this matter and I waive my rights to have this matter heard before an independent hearing officer. Dated: /� � Z `� y , 2019 Southbridge Liquor Received Date ¥ffo eqi Signature Signature Page 247 of 316 Dear Mayor Mars, My name is Michael Wilkie. I have been a citizen of Shakopee for the past 21 years and I am the current owner of Southbridge Liquor in Shakopee. I have had this business for 9 years. I am a proud business owner who has been an active member of our community through volunteering in schools, the hospital, youth athletics coaching and of course through the fundraisers and donations I do regularly through my business. This pride has found a partner in embarrassment and humility with a unintentional failed alcohol compliance check in October 2018 and a second fail in June 2019. Two within one year. Since I opened my business 9 years ago we conduct regular training of employees with alcohol age compliance, intoxicated customers and fake identification. We actually have 2 convictions including one for buying for minors in the first year we were open. On average we turn away 2-3 people a month with either fake I.D. or who are actually under age. We also refuse sale to obviously intoxicated customers fairly regularly. I take responsible operations very seriously. After the last compliance fail we implemented some changes. I added signage at the registers, had a large banner printed for the front door, added in-store training and required online TIPS.com training on carding customers and alcohol compliance at a cost of $50 per employee, purchased updated software with ID scanning and date reminder at a cost of $500 and finally created a store policy and employee agreement for alcohol compliance. I accepted the leniency agreement offered by the City of Shakopee. Obviously I never expected another fail to happen knowing we had a one year probation and solid training in place. The first failure was a fantastic long term employee who DID card the customer but did the math wrong in her head despite a large sign with date and year info right next to her. This was unintentional human error. The second offense was purely careless but again unintentional. The employee said he thought the customer was a regular that he had seen before and that she looked like she was in her mid 20's. (Side note: it's no excuse but after reviewing the video 4 times I agreed that she didn't look anywhere close to being a minor.) In the end he still failed to card her and I own that. I support the police 100% and their efforts to keep the community safe. I ponder what the goal of the punishment really is. Is it to cause embarrassment to the business owner and elevate the level of awareness and heighten the training efforts? If so that goal has been met. After the second offense I invested over $900 total in signage, online training and software to improve awareness. I am totally committed to all of these things to reduce human error. My business has NEVER actually had an offense tied to actual underage purchase of alcohol. If the goal is financial punishment then the $2000 fine certainly does that. I am a small business not a corporation and that kind of fine does hurt. Closing me for 6 days is significant. What is the process for this? I have asked the City Clerk and Deputy Clerk this question and received no reply. I'm not trying to get anyone in trouble. I just need to plan financially for this upcoming process. I hope it's not 6 consecutive days as that will affect my staff, vendors and most importantly the customers of this city. The loss of sales and profit in this scenario would add approximately $2000 more in penalty for the business. It would also be detrimental Page 248 of 316 to orders and deliveries. However if the 6 days could be implemented across 6 consecutive Sundays believe that would be much easier to absorb. (This is what happened with the most recent punishment in the SW Metro when MGM Prior Lake failed twice in a year. They were given 6 Mondays in a row as Sunday sales had not yet passed) If this is something that could be agreed upon ahead of time then it would save the City Council and myself the time and energy to have a hearing. I would also like to begin serving this punishment as soon as possible even though my employee doesn't have his court date until February 28t". I am accepting the civil responsibility that this happened and will not argue or contest any part of it. Can this be addressed through the City Council? Again I want to reiterate my desire to be responsible and accept accountability for my business failure. want to improve awareness and reduce human error. I've never been more embarrassed as a business owner. The stress it has caused me is significant. I am FULLY committed to doing everything in my power to assure another fail doesn't happen. As of today we have already gone 247 days without fail. I would also like the City Council to consider this as time served towards the one year probation as the 8 month wait for a court date was completely out of our hands and I would hope this successful timeframe would count for something. The date of the last fail was June 1, 2019. By the time my employee goes to court it will be 9 months. As a small business operating in a low unemployment community it is hard to find good employees. It hurts me to lose them when they ARE great people and workers. As a result of my last compliance fail I lost a great employee. This is another form of loss for me. I'm asking for your understanding and leniency in determining how my punishment is handled. I love this city where I live and operate my business. The community is filled with amazing and supportive people. I am sorry for the mistakes that have been made and can't say it enough. I know I'm supported and appreciated for all I do for the community but more important I hope I can be forgiven for causing any feelings of lack of safety or for any inconvenience that resulting punishment may cause. I look forward to resolving this and re- establishing my previously impeccable reputation. I thank you once again for allowing me to reach out to you and appreciate whatever feedback you have at this time. Whatever the City Council decides will be respected. Sincerely, Michael Wilkie Owner, Southbridge Liquor 612-220-4259 Cell Page 249 of 316 10.B.1. Shakopee City Council February 4, 2020 FROM: Michael Kerski, Director, Planning and Development TO: Mayor and Council Members Subject: Presentation by the Shakopee CVB on 2019 and 2020 work program. Policy/Action Requested: Receive report and provide any feedback. Recommendation: None Discussion: Shakopee Chamber and Visitors Bureau Tourism Marketing Recap Report covers what has been accomplished in 2019 and issues for 2020. The Shakopee CVB receives funding from the city through the lodging tax. The organization has provided its financials for 2019 and the budget for 2020 and will be happy to answer specific questions at the meeting. Budget Impact: Funding comes from receipts of the lodging tax. 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C=0 .< Ci) .-4;,, w s, 4 \ ^`\\#: ■` a ,r44,0 1,1114441 } 3:26 PM 01/30/20 Accrual Basis Shakopee Chamber of Commerce (CVB) Profit & Loss Budget Overview January through December 2020 an I ar aY Jun uy. TOTAL Cl L NOV ec Jan ec Ordin=come/Expense 40:000 • Lodging Tax 30,575.84 31,023.32 38,093.44 39,212.79 41,323.79 52,460.34 52,509.88 53,393.49 45,707.00 41,127.95 32,262.42 30,202.80 487,893.06 400-001 • Grant Income 7,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,000.00 400-002 • Visitor Guide Sales 18,363.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18,363.00 400-003 • Website Advertising 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 400-004 • Events Income 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 400-005 • Miscellaneous Income 25.00 25.00 25.00 25.00 100.00 100.00 100.00 100.00 100.00 25.00 25.00 25.00 675.00 400-080 • Non Budgeted Mktg. Campaigns 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Income 55,963.84 31,048.32 38,118.44 39,237.79 41,423.79 52,560.34 52,609.88 53,493.49 45,807.00 41,152.95 32,287.42 30,227.80 513,931.06 Cost of Goods Sold 500-000 • Visitor Guide Expense 500-001 • Printing 29,178.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,178.00 500-002 • Shipping Direct ship to TIC's 1,750.00 0.00 0.00 0.00 0.00 1,750.00 0.00 0.00 1,750.00 0.00 1,750.00 0.00 7,000.00 500-003 • Creative Services 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500-004 • Airport 8, MOA Display 550.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 550.00 500-000 • Visitor Guide Expense - Other 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 500-000 • Visitor Guide Expense 31,478.00 0.00 0.00 0.00 0.00 1,750.00 0.00 0.00 1,750.00 0.00 1,750.00 0.00 36,728.00 510-000 • Cooperative Marketing Part 510-001 • Metro Tourism 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,500.00 510-002 • Minneapolis South 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 510-000 • Cooperative Marketing Part - Other 1,500.00 0.00 0.00 2,500.00 2,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,500.00 Total 510-000 • Cooperative Marketing Part 6,000.00 0.00 0.00 2,500.00 2,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11,000.00 520-000 • Marketing Campaigns 520-020 • Orange 142 0.00 0.00 0.00 5,500.00 5,500.00 5,500.00 5,500.00 5,500.00 5,500.00 0.00 0.00 0.00 33,000.00 520-021 • Orange 142 PPC 0.00 DM 0.00 0.00 2,500.00 3,000.00 3,000.00 3,000.00 3,000.00 2,500.00 0.00 0.00 17,000.00 520-040 • AAA Coop Sweepstakes Run Cost 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 520-060 • Tradeshows 0.00 0.00 600.00 1,195.00 0.00 100.00 0.00 0.00 0.00 100.00 0.00 0.00 1,995.00 520-090 • MN Getaways 0.00 0.00 2,000.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2,000.00 520-100 • aRes Annual 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,500.00 520-110 • MN Snowmobiling Run Cost 213.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 213.00 520-111 • MN Snowmobiling Creative Cost 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 520-120 • Star Tribune Run Cost 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 520-121 • Star Tribune Creative 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 520-140 • MailChimp 189.00 189.00 189.00 189.00 189.00 189.00 189.00 189.00 189.00 189.00 189.00 189.00 2,268.00 520-141 • CrowdRiff 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 520-150 • Star Tribune Radius (digital) 0.00 0.00 0.00 4,000.00 4,000.00 5,000.00 5,000.00 5,000.00 6,000.00 5,000.00 4,000.00 0.00 38,000.00 520-180 • Social Media Marketing 500.00 500.00 500.00 500.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 500.00 500.00 500.00 8,500.00 520,90 • Creative Costs Other 3,100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 4,200.00 520-200 • Website Database & Development 1,125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 2,500.00 520-210 • Discretionary 1,050.00 1,050.00 1,050.00 2,050.00 3,050.00 4,050.00 4,050.00 5,050.00 5,050.00 2,050.00 1,050.00 1,050.00 30,600.00 520-212 • Public Relations 0.00 0.00 250.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 250.00 520-215 • Travel & Lodging 0.00 300.00 250.00 1,000.00 200.00 1,100.00 900.00 0.00 0.00 200.00 200.00 0.00 4,150.00 520-217 • Dues & Subscriptions 795.00 1,000.00 795.00 D.00 0.00 0.00 0.00 0.00 0.00 475.00 500.00 0.00 3,565.00 520-220 • Media0ne 0.00 0.00 0.00 5,000.00 5,000.00 6,000.00 6,000.00 6,000.00 5,000.00 5,000.00 0.00 0.00 38,000.00 520-230 • Rhythm on the Rails 0.00 0.00 0.00 1,000.00 3,000.00 3,000.00 3,000.00 0.00 0.00 0.00 0.00 0.00 10,000.00 520-000 • Marketing Campaigns - Other 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 520-000 • Marketing Campaigns 11,472.00 3,264.00 5,859.00 20,659.00 24,664.00 29,164.00 28,864.00 25,964.00 25,964.00 16,239.00 6,664.00 1,964.00 200,741.00 530-000 • Events 530-001 • Even. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 530-000 • Events - Other 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 530-000 • Events Total COGS Gross Profit 48,950.00 3,264.00 5,859.00 23,159.00 27,164.00 30,914.00 28,864.00 25,964.00 27,714.00 16,239.00 8,414.00 1,964.00 248,469.00 7,013.84 27,784.32 32,259.44 16,078.79 14,259.79 21,646.34 23,745.88 27,529.49 18,093.00 24,913.95 23,873.42 28,263.80 265,462.06 ExP6Z1e00 • Op . 601-000 • Arca:Li:II:11%7AT; Fees 8,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8,000.00 602-000 • Auto Expense 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 120.00 1,220.00 604-000 • Bank Fees 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 607-000 • Gross Wages & Salaries 12,943.36 12,943.36 12,943.36 12,943.36 12,943.36 12,943.36 12,943.36 12,943.36 12,934.36 12,943.36 12,943.36 12,9430.306o 155,311.32 610-000 • Printing & Stationery 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61,000 • Meals & Entertainment 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 600.00 612-000 • Miscellaneous 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 614-000 • Office Supplies 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 615-000 • F'ostage 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 600.00 617-000 • Professional Development 0.00 309.00 0.00 0.00 0.00 1,300.00 995.00 0.00 0.00 0.00 0.00 0.00 2,604.00 619-000 • Strategic Planning 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 620-000 • Telephone -Cell plans 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 600.00 624-000 • Shared Services Expense 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 4,500.00 54,000.00 650-200 • Health Insurance 735.00 735.00 735.00 735.00 735.00 735.00 735.00 735.00 735.00 735.00 735.00 735.00 8,820.00 650-300 • Payroll Taxes 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 1,083.00 12,996.00 650-400 • Retirement 388.00 388.00 388.00 388.00 388.00 388.00 388.00 388.00 388.00 388.00 388.00 388.00 4,656.00 655-000 • Insurance Liability & D&O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 660-000 • Legal Fees 0.00 D.00 0.00 0.00 0.00 0.0D 0.00 0.00 0.00 0.00 0.00 OM 0.00 670-000 • Worker's Comp Insurance 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 600-000 • Operational Expenses - Other 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 600-000 • Operational Expenses 27,899.36 20,208.36 19,899.36 19,899.36 19,899.36 21,199.36 20,894.36 19,899.36 19,890.36 19,899.36 19,899.36 19,919.36 249,407.32 Total Expense 27,899.36 20,208.36 19,899.36 19,899.36 19,899.36 21,199.36 20,894.36 19,899.36 19,890.36 19,899.36 19,899.36 19,919.36 249,407.32 Net Ordinary Income -20,885.52 7,575.96 12,360.08 -3,820.57 -5,639.57 446.98 2,851.52 7,630.13 -1,797.36 5,014.59 3,974.06 8,344.44 16,054.74 700-000 • Interest Income Total Other Income 'tpEi;(arBntling Fund Reimb Total Other Expense Net Other Income Net Income 0.64 0.58 0.72 0.63 0.64 0.70 0.64 0.65 0.70 0.72 0.62 2.95 10.19 0.64 0.58 0.72 0.63 0.64 0.70 0.64 0.65 0.70 0.72 0.62 2.95 10.19 0.64 0.58 0.72 0.63 0.64 0.70 0.64 0.65 0.70 0.72 0.62 2.95 10.19 -20,884.88 7,576.54 12,360.80 -3,819.94 -5,638.93 447.68 2,852.16 7,630.78 -1,796.66 5,015.31 3,974.68 8,347.39 16,064.93 Page 270 of 316 Page 1 3:46 PM 01/30/20 Accrual Basis Shakopee Chamber of Commerce (CVB) Profit & Loss Budget Overview January through December 2019 Jan I ell I I ar aY Jun uy, TOTAL cc Nov ec Jan ec Ordin=come/Expense 40:000 • Lodging Tax 30,578.25 26,293.90 29,155.92 31,072.42 34,782.97 44,037.65 49,802.59 48,958.18 41,122.00 37,147.00 30,407.65 26,223.56 429,582.09 400-001 • Grant Income 7,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7,000.00 400-002 • Visitor Guide Sales 16,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16,000.00 400-003 • Website Advertising 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 400-004 • Events Income 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 400-005 • Miscellaneous Income 25.00 25.00 25.00 25.00 400.00 500.00 500.00 500.00 200.00 25.00 25.00 25.00 2,275.00 400-080 • Non Budgeted Mktg. Campaigns 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total Income 53,603.25 26,318.90 29,180.92 31,097.42 35,182.97 44,537.65 50,302.59 49,458.18 41,322.00 37,172.00 30,432.65 26,248.56 454,857.09 Cost of Goods Sold 500-000 • Visitor Guide Expense 500-001 • Printing 29,178.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 29,178.00 500-002 • Shipping Direct ship to TIC's 1,750.00 0.00 0.00 0.00 0.00 1,750.00 0.00 0.00 1,750.00 0.00 1,750.00 0.00 7,000.00 500-003 • Creative Services 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 500-004 • Airport & MOA Display 550.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 550.00 Total 500-000 • Visitor Guide Expense 31,478.00 0.00 0.00 0.00 0.00 1,750.00 0.00 0.00 1,750.00 0.00 1,750.00 0.00 36,728.00 510-000 • Cooperative Marketing Part 510-001 • Metro Tourism 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,500.00 510-002 • Minneapolis South 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 510-000 • Cooperative Marketing Part - Other 1,500.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,500.00 Total 510-000 • Cooperative Marketing Part 6,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6,000.00 520-000 • Marketing Campaigns 520-020 • Orange 142 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 6,000.00 72,000.00 520-021 • Orange 142 PPC 0.00 0.00 0.00 0.00 3,400.00 3,400.00 3,400.00 3,400.00 3,400.00 0.00 0.00 0.00 17,000.00 520-040 • AAA Coop Sweepstakes Run Cost 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OM 0.00 520-060 • Tradeshows 0.00 0.00 600.00 1,195.00 0.00 100.00 1,000.00 0.00 0.00 100.00 0.00 0.00 2,995.00 520-090 • MN Getaways 0.00 0.00 3,000.00 0.00 0.00 0.00 0.00 1,250.00 0.00 0.00 0.00 0.00 4,250.00 520-100 • aRes Annual 4,500.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,500.00 520-140 • MailChimp 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 180.00 2,160.00 520-141 • CrowdRiff 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 12,000.00 520-150 • Star Tribune Radius (digital) 2,300.00 2,300.00 2,300.00 0.00 0.00 0.00 0.00 0.00 0.00 2,300.00 2,300.00 2,300.00 13,800.00 520-180 • Social Media Marketing 500.00 500.00 500.00 500.00 1,000.00 1,000.00 1,000.00 1,000.00 1,000.00 500.00 500.00 500.00 8,500.00 520-190 • Creative Costs Other 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1,200.00 520-200 • Website Database & Development 5,000.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 6,375.00 520-210 • Discretionary 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 250.00 3,000.00 520-212 • Public Relations 250.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 250.00 520-215 • Travel & Lodging 0.00 0.00 250.00 700.00 0.00 950.00 900.00 0.00 500.00 200.00 0.00 0.00 3,500.00 520-217 • Dues & Subscriptions 795.00 1,000.00 795.00 0.00 0.00 0.00 0.00 0.00 0.00 475.00 500.00 0.00 3,565.00 Total 520-000 • Marketing Campaigns 20,875.00 11,455.00 15,100.00 10,050.00 12,055.00 13,105.00 13,955.00 13,305.00 12,555.00 11,230.00 10,955.00 10,455.00 155,095.00 530-000 • Events 530-001 • Even. Total 530-000 • Events Total COGS Gross Profit 0.00 0.00 0.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,000.00 0.00 0.00 0.00 5,000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,000.00 58,353.00 11,455.00 15,100.00 15,050.00 12,055.00 14,855.00 13,955.00 13,305.00 14,305.00 11,230.00 12,705.00 10,455.00 202,823.00 -4,749.75 14,863.90 14,080.92 16,047.42 23,127.97 29,682.65 36,347.59 36,153.18 27,017.00 25,942.00 17,727.65 15,793.56 252,034.09 E x P6 101!0e00 • 0 • 601-000 'ArcaC I:unnat : nEgrA71::t F e e s 0.00 0.00 0.00 4,500.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4,500.00 602-000 • Auto Expense 40.00 100.00 250.00 50.00 50.00 300.00 50.00 100.00 15.00 150.00 15.00 100.00 1,220.00 604-000 • Bank Fees 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 607-000 • Gross Wages & Salaries 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 15,184.83 14,842.33 181,875.46 610-000 • Printing & Stationery 0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00 0.00 170.52 170.52 611-000 • Meals & Entertainment 40.00 85.00 85.00 200.00 40.00 400.00 400.00 85.00 400.00 40.00 40.00 40.00 1,855.00 612-000 • Miscellaneous 0.00 OM 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 614-000 • Office Supplies 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 615-000 • Postage 42.00 42.00 42.00 42.00 42.00 42.00 42.00 42.00 42.00 42.00 42.00 42.00 504.00 617-000 • Professional Development 0.00 309.00 0.00 0.00 0.00 1,300.00 995.00 0.00 0.00 0.00 0.00 0.00 2,604.00 619-000 • Strategic Planning 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5,000.00 0.00 0.00 0.00 5,000.00 620-000 • Telephone -Cell plans 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 600.00 624-000 • Shared Services Expense 4,200.00 4,200.00 4,200.00 4,200.00 4,200.00 4,200.00 4,200.00 4,200.00 4,200.00 50,400.00 4,210209.02,0 4' 1°2°91°2°4 'T91°2°4 650-200 • Health Insurance 129.24 129.24 193.86 129.24 129.24 129.24 129.24 193.86 129.24 1,680.12 650-300 • Payroll Taxes 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 1,261.94 15,143.28 650-400 • Retirement 386.13 386.13 386.13 386.13 386.13 386.13 386.13 386.13 386.13 386.13 386.13 386.13 4,633.56 655-000 • Insurance Liability & D&O 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 660-000 • Legal Fees 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 670-000 • Worker's Comp Insurance 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 600-000 • Operational Expenses 21,334.14 21,748.14 21,589.14 26,004.14 21,408.76 23,254.14 22,699.14 21,439.14 26,669.14 21,444.14 21,373.76 21,222.16 270,185.94 Total Expense Net Ordinary Income Othctrh:1 .7.ncn:m/E:pense 700-000 • Interest Income Total Other Income C'hgpEi;larBnling Fund Reimb Total Other Expense Net Other Income Net Income 21,334.14 21,748.14 21,589.14 26,004.14 21,408.76 23,254.14 22,699.14 21,439.14 26,669.14 21,444.14 21,373.76 21,222.16 270,185.94 -26,083.89 -6,884.24 -7,508.22 -9,956.72 1,719.21 6,428.51 13,648.45 14,714.04 347.86 4,497.86 -3,646.11 -5,428.60 -18,151.85 0 . 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -26,083.89 -6,884.24 -7,508.22 -9,956.72 1,719.21 6,428.51 13,648.45 14,714.04 347.86 4,497.86 -3,646.11 -5,428.60 -18,151.85 Page 271 of 316 Page 1 10.B.2. Shakopee City Council February 4, 2020 FROM: Michael Kerski, Director, Planning and Development TO: Mayor and Council Members Subject: Presentation by Downtown Shakopee Policy/Action Requested: Receive and provide any feedback. Recommendation: None Discussion: The city through the EDA provides the Shakopee Chamber and Visitors Bureau $25,000 on an annual basis to assist the Downtown Shakopee program (Main Street). The city has provided funding since Main Street was established. The new director will be in attendance and will provide an overview of the past year and the proposed program of work for 2020. Budget Impact: $25,000 is budgeted in the EDA budget through the EDA levy. ATTACHMENT S D Presentation Page 272 of 316 I 144 111 1II IN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1N k 0.0 U uJ 044 i0 ih 011,11 i(1) digth V .rs a„) fat rf$ x own 3 ofewi c 3 0 0 F'age 1 /3 of 316 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � I ri 460411 11111 m uptl uli �''ll uii'�I llllllllliuu I nl V oVVlliii II c 1V —§ n� >. 77-5 La- �rw/ E E ca c1 O _c ct t.,- 8-7-1E fiev) O C o5) (13o Qa Qa 1+1") (t/ 0 CL -C a) 0 O to(13 RS 2 4a O s cu •1--' N E Ttis— o ,„ � coad. 0 0 I/2 a--• tU) , t ± I— cry > au aU aU .— ca a) ccu s CU CU E 4-• . s . • 5,169 Average attendance 4-§ a) a� aA ca a4 a) c� L CU cu 4Pai E co •_ ou 0 bi° L,ii m • • • 0 4—) 4) uJ Farmers Market • SecondYearEvent i O a) s ca a) C O N co a) cn as b.O C 0 • Pumpkins in the Park • 4-a as U- CD ._ O • IIO I IW u1°Iluiu ,h����� IIIII °I�I�II ' � �lullllq'jjlli�IIIIIIIIIV�ulllll lulpl III i IIIIIIIIIII IIII IIIIII fz 9I uuII 1°IIIIIIII' 11111111 Ali IIIIIII°11II ,1III Ilpu uI N ylu Nuli u111111 �lllllluu II IIIIIII W II � uuullli I �uuu IIIIIINumiullli IIIII � 'IIII VII "' I,^'�Nuuu a uuuupl �'1I�p;Ij,1w';IH Ili lll�lul IIII'I;I IIII II Illlll�lllllllliil,l V11u1Illluti ull�ouulllpmlmu (III uuuuuuuu mll IIIII,IIlmmll l II VV'�m��1111IVIlllliiiu II uuuu1y, cull IIIIIIIIIIIIIuuuuuuuull ^�I P IIIIU1014IIIIIIIII11II,10,010110 NluuullluVolllul°lmiIIIIII,111VVu I uu ullm IlumllililililiuuulIllllyillllllll II II IIII pl I IIIIIII�II Illllllllu111llllllllllllllllllllllllllll IIIIIIIIIIIIIII IuIlliNlllll'pII;;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII�IIIIIII itIII111111 I o , lul i '1 M'Jlr j S 111 l o rmaii �/� r v/�i�� i roiiii/�% �// / u 0 II^d � I VI I ��j� o �I II % Gfo lliio r % ��/ i/10'IISYII'N� ���� I Id �AIlhti������limll�',�II�IIIIIIIIII� "II IIIIIII � �iiii/ i//� � i// �/ of ul VIIIIu°I / i /// ��/�//�� �/ 1111 �Iuillii�l�p �I IIII �1 /r /"�%4r iI��YYl�➢ ' �/ 0 oii t o /////////i%/ j/p/po a ao r /' u „DI r /� IIIIIII �ii '/%1���/�j�%�%���%j�%///���� ��% /, � j��.Y ( m••»yl>r/DdJJ "�iN1OP1 uuwu I�r i0000.0001 IIIIIII1MttII;9I 11111 IIIIIIII IIII III�lllllll ill lillll I Illllllllllllllllllll�1'um uuuuVIIIIIIIIIIIIIIIIIIIIIIIIIIIVo IIIIIIIIIIVIf IIII uuuuVVlll IIIII VmI l uullllllllllllllllll Il llumloill,iiiilllil1 , uolu1l1'III IIII„I "l�°Jr ai r IIIIII Igluulllpq rV4 ul,lll° uuuuuuud� 1,41111119.111111,,, 11111111111111.1, 11?1,11111111111111111111111111111ooloo , 1 1. „.... .1 1 . .1111111h L , ..,„, di lor,i,lki. 1 L,1 ,111 11 ,111111111111,1,1111111111 iilo ' " , L 1 "i'J,u 4 ill 1 II 1111',IIIIII,I, '" '1111!,11 7' m 1 ' '1 ' 1,11:','I'lli'll'l '1,11,,,,,,,'/1,1,' 1111 1 IN'Of'',1'''' 41111111111111111 , i '.''''11111111111111111; .... 0. 1 , '''11111,11, 1111111111111111111111111111 II 111111111111111111111111'1'1J, 111111111111111111111111 11 IIIIIIIIIIIIIIIIIIIII 11111111111111111 1 1 1111111111111111 1 1 11111111111111 1 1 111111111111111 11111110111011 11.B. Shakopee City Council February 4, 2020 FROM: Nate Reinhardt, Finance Director TO: Mayor and Council Members Subject: City Bill List Policy/Action Requested: None Recommendation: Informational Only Discussion: Attached is the most recent monthly Financial Report for the General fund. These reports reflect the expenditures as recorded for 2019/2020 activity. The following transactions are notable for this reporting cycle: • MKSK requested payment for Engineering/Design consulting fee for PR 19-00 1 Ridge Creek Park PLSL Channel Improvements, $86,793.18. • WSB has requesting payment for several invoices for engineering consulting services for projects throughout the city, $73,709.00. Included in the check list are various refunds, returns, and pass through. Budget Impact: Operating and capital expenditures within the 2019/2020 budget. ATTACHMENTS: D Monthly Financial Report D Council Check Summary D Council Check Register Page 279 of 316 D Bill List Transfer List Page 280 of 316 711 711 PA N M N N C; `O `O N 71-O M M O M M O1 N `O O O N 0 N --+ ,-� N 0 M 00 N N 0 N O N • N • N • a1 • M • —I —1 0 M N N N M • M O N • N i M M N O ,-� N 1-7 If M If N If M If N If M If M If N If N If N If M h L V If M If N 'fl19 O O O O O O O O O O O O O O O O 7r `O k `O M M `O N 7r O M M 00 N 00 N N M N 00 N N N 0 N N N 00 c) —I N 00 N N N N O 00 N `O �--+ • 00 • `O 0• 0 O M R 00 N `O `O N O N -I MO -I ,-� 00 N • —I N N — N 00 `O N —1 `O M N —I N O N N Okr) M N N N —+ 0 00 O (:;1 M —1 N ) a1 kn `O a • N • O 0• 0 O • —• 1 • N N N M N M • M M 00 <)M M N k N N —I N 00 N CDN N O N N O M N N N ,- 1 00 O M —1 N N n k• a • N 0• 0 0 • —• I • N N N M N M • M • M 00 0 M M N k N O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O O � • N • —• I N O • —1 O O 0 - O • N `O O1 O —1 `O 0• 0 M N O1 N N 11 - MAYOR & COUNCIL z 0 H 12 - ADMINI S T 13 - CITY CLERK 15 - FINANCE ITY DEVELOPMENT 17 - COMM 18 - FACILITIES 31 - POLICE DEPARTMENT 33 - INSPECTION-BLDG-PLMBG-HTG 41 - ENGINEERING 42 - STREET MAINTENANCE 44 - FLEET MAINTENANCE 66 - NATURAL RESOURCES 67 - RECREATION 91 - UNALLOCATED ti) 04 N N N N O\ N TOTAL EXPENDITURES ft• •. - bA O N ) N bA bA c c a o 0 0 Co E E I) ;-1 .c 111111111111,11,11,1, Within 10% of budget 1/30/2020 14:20:24 CITY OF SHAKOPEE LOGIS100 N 0 LC) Ln rY Council Check Summary Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. O E Q C ca a E O 0 71- 0) C3) • N O O CY) N— 7 7 LO O Cl) O CO N N- O O) CO N CO '— 0 O CO CO 0) • N- isi — 00 co- .— N 00 CY) GENERAL FUND FORFEITURE SHAKOPEE GOVERNMENT TELEVISION LODGING T, ECONOMIC DEVELOPMENT AUTHORITY 2010A GO IMP BONDS 2012A GO REFUNDING BOND O N LO0 000 00) O '- '- '- '- O O N N N N CO CY) 0 0 0 0 0 0 0 1,641,915.63 03044 2016A GO TAX ABATEMENT BOND co O 00 I` 00 O CO O C C N CO O) CD N 00- CD- C) 04020 PARK DEVELOPMENT CAPITAL IMPROVEMENT FUND TIF DIST #18 CANTERBURY COMMON 1,228,887.82 TIF DIST #20 ENCLAVE DEVELOPME 71- CY) CO — — CO O N N 00 - LC N Lf) I` N CO CY) M N CV 4 O CO O co CO N N— N— C CO LO CD LC) I` CO CO N N LC) N N CO N. N LO SEWER FUND SURFACE WATER FUND EQUIPMENT I.S. FUND INFO TECH I.S. FUND BUILDING I.S. FUND SELF INSURANCE I.S. FUND SW METRO DRUG TASK FORCE ESCROW FUND 7 '— CO 0 0 0 CO O 0 LC) 0 N CO CO O O O O N N O O 0 ,— Cl) CO CO CO 00 O O • ti N- N- ti N- ti CO CO 0 0 0 0 0 0 0 0 0 0 0 4,163,822.01 C/) C6 H O a a) CC Page 282 of 316 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > C O z U O O It 0 0_ Supplier / Explanation 3M TNJ4437 C) co to O 0 r H w w r 1— OPERATING SUPPLIES 0421.6202 9406426975 (I) z 0 ' v/ 7r (NI ti 7r N ti 7r 7 MINUTE SECURITY LLC CO O CO CO N ✓ INFO TECH I.S. FUND COMPUTER SERVICES 7806.6314 SECURING PLANNING MEETINGS O O O O co O O O C'7 A M PEST CONTROL FACILITIES cC Q co J ICE ARENA COMMUNITY CENTER PARK SERVICES z • z z z z O 0 0 0 0 DDDDD m m m m m L() L() L() L() L() EO cs) coo coo Cc Co N Cr) 4 6 co C- N-co co co O O O O O N N N N N Cr) Cr) Cr) Cr) Cr) Cr) co co Cr) Cr) N N N N N CO CO Cr) Cr) Cr) L() 0 O L() O I` LC) L() I- Ln OCV 0-)N C'r) O O 0) Co Ln ADVANCED ENGINEERING & ENVIRONMENTAL SER PLANNING OTHER PROF SERVICES I,- N O C7) 0171.6327 131129 66520 EAW PREPAID O LC) ti CO N N O LC) ti co N N ARRAS,JASON N- C') 0 CO 0 ✓ w _0 J 0 0 TRAVEL/SUBSISTENCE 0311.6475 131173 2019 BREEZY PT PER DIEM 2 w_ 0 w 0 101940 ARROW ACE SHAKOPEE w LL EQUIPMENT MAINT SUPPLIES 0321.6240 FACILITIES BUILDING MAINT SUPPLIES 0181.6230 w 0 _ J 0 0 OTHER PROF SERVICES I` N Cr) CC) Cr) 0 PERSONNEL - PAYROLL SERVICE AWARDS 0123.6645 PERSONNEL - PAYROLL SERVICE AWARDS 0123.6645 H w w 1— co EQUIPMENT MAINT SUPPLIES 0421.6240 Ln CO 0 N- CO 0 CS) O N— CO N— 0) N Cr) N- N— N- Cr) 0000 CONCOr) N N- CO L() L() Cr) CO CO N c) ti O co a) N Cr) CO Cr) CO CO Q 0 co Q O 00 O LC) N 00 N N— co 1— co Q 0 41 CO C) N ✓ 2019 AT&T CELL TRACK 19030855 O O O Ln N O O O LC) N 125674 AWARDS NETWORK SERVICE AWARD BOOKLET SERVICE AWARD - V. STAHL Cr) O O O U) Page 283 of 333131 BOYER TRUCKS Cr) 0) O L() LC) CO N- N N N N N N N N N O O 0 0 0 0 0 0 0 N N N N N CO CO CO CO N N N N CO CO CO N N N N N N N N ✓ r r r r r r r r N N CO N CO N CO M CO ✓ r r r r r r r r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N I 0 L() L() f N Council Check Register by GL Council Check Register and Summary Business Unit C O g2 a- C) cn a) 0 C O) C C) Q D) 73 a) 2 U) Account No O Z U 0 a It 0 0_ Supplier / Explanation C 0 E Q a) N a Continued... BOYER TRUCKS H H w w w w • 0) EQUIPMENT MAINT SUPPLIES 0421.6240 0 ti 7r N N. N EQUIPMENT MAINT SUPPLIES 0421.6240 27247DX1 cot0 N CO CO C O O ✓ ' vJ U)/� '^ L() O 1` a) LC) CO CARGILL INC SNOW & SAND MATERIALS 0424.6215 2905194066 SNOW & SAND 0424.6215 2905198174 SNOW & SAND 0424.6215 2905203410 SNOW & SAND MATERIALS 0424.6215 2905200716 a) C) 00 a) L{) CO a) 0) (Y) CO M CO SALT AND 1 LOAD C/L CLEARLANE N— 0) (Y) CY) N— CY) O N— O 1` N CO00 C3) LC) 7 CY) 1` 1` N a) O (0 O 7r CDW GOVERNMENT INC INFO TECH I.S. FUND FURNISHINGS (NOT CAPITALIZED) N O O O N I— 7806.6204 CY) 0) a) N- 1 J CO M 2020 COMPUTER REPLACEMENTS/IT (0 O O co co N (0 O O co co N CENTERPOINT ENERGY SERVCIES INC EDA MANAGEMENT 2191.6365 6401471932-8 CO ti co RIVERFRONT BLUFF GAS N O N O N Q W W w H H 0 J J Z Q Z BUILDING MAINT. 0181.6315 4039948979 CINTAS - 754 INC COCD CO 0 0 ✓ BUILDING MAINT. 0181.6315 4039948930 N N— Co - CY) (Y) 7 LO N- 71-L() 100139 CONVENTION & VISITORS BUREAU ADMINISTRATIVE CHARGES DECEMBER 2019 LODGING TAX LODGING TAX 2180.6320 DECEMBER 2019 LODGING TAX FILING FEES 2180.6318 DECEMBER 2019 I` ti I` N N N N N N (Y) (Y) CO (Y) O 4 CO CO O N DALCO INC CO CO N 0 ✓ COMMUNITY CENTER BUILDING MAINT SUPPLIES 0674.6230 0) CO N 0 L() LC") CO PAYROLL CLEARING DENTAL INSURANCE 0912.2162 CNS0000380901 O N a) co M M Co O co CO Co O (Y) (0 DELTA DENTAL PLAN OF MN 0 CO 0 0 ✓ O O M 7 7 O O M 7 7 Page 284 of 316 100908 ELECTRIC PUMP INC 0 0 0 0 0 0 0 0 N N N N N N N N N 0 0 0 0 0 0 0 0 0 N N N N N N N N N 01 N N N N N N N N N ✓ r r r r r r r r it C) a) L 0 N tM M M CO M CO tM V in in in in in in in in in Nr ✓ r r r r r r r r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N I 0 LCD LCD f Cf) Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) v) 73 a) 2 co Account No O z > C O z 0 O 0 It 0 0 Supplier / Explanation C O E Q Na) 0 Continued... ELECTRIC PUMP INC CO O Cr O 0 r SEWER MANAGEMENT OTHER PROF SERVICES 7711.6327 OPERATING SUPPLIES 0321.6202 PLANNING SOFTWARE -ANNUAL FEES 0171.6410 PAYROLL CLEARING VISION PAYABLE 0912.2163 Z O N CO N LCD 7r Ln CO LCD N N N- O f,- — CO O CO N a) N— O 00 co ti 00 co C) M M PULL PUMP #3 AND TEAR DOWM O O O 7r LCD O O O 7r LCD N. N 0 0 ✓ MEDICAL SUPPLIES N 00 C9 7r M N 00 C4 7r co 0 z 2 co W C) CD 0 CO 0 ✓ 2019 LICENSE O O O O O M O O O O O M C) CD tD LC N r W W W I— W ULLJ J Ilt LJJ LLI LLJ U) L � U) LL JL U) EQUIPMENT MAINT SUPPLIES 0311.6240 158-026957 EQUIPMENT MAINT SUPPLIES 0421.6240 158-027319 EQUIPMENT MAINT SUPPLIES 0321.6240 158-027172 EQUIPMENT MAINT SUPPLIES 0421.6240 158-027172 O) LCD LCD N • O r N- 7 N_ N N_ CO M M M M N CO LCD N CO LCD FACTORY MOTOR PARTS INC M 0 LCD 0 0 ✓ Lf) N- NI `Y v) N O O CO 7 a) O a) 7 a) O CO I,- N M 00 a) Ni a) FASTENAL OPERATING SUPPLIES 0441.6202 MNSKA169952 N 7r M OPERATING SUPPLIES 0421.6202 MNSKA170177 00 O N M 00 CO LCD 7 Ni N 7r N. 4 N FLEXIBLE PIPE TOOL CO SEWER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7711.6240 FACILITIES BUILDING MAINT. 0181.6315 O N- CO O LCD 7r co N N— BUILDING MAINT SUPPLIES 0181.6230 9412914740 BUILDING MAINT SUPPLIES 0181.6230 9412064132 CO CO • N N— O N- O N_ N_ N_ CO M 00 M Ln a) a) LCD LCD a) a) in FLOYD TOTAL SECURITY ti N M 0 O ✓ C. Ln M CD O O Ls) M CD co GRAINGER INC ti Ln Nr 0 0 ✓ 0 0 0 0 0 0 0 0 N N N N N N N N N 0 0 0 0 0 0 0 0 0 N N N N N N N N N N N N N N N N N 01 el N ✓ r r r r r r r r N- LCD 00 r C]00 N- N▪ — O N M x— a7 C) N Page 285 of 316 it a) L 0 ✓ r r r r r r r r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) 0) 2 cn Account No 0 z > c O z C) O a it 0 0 Supplier / Explanation O E Q N N a Continued... HAWKINS, INC Nr N I, - CD 0 r COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 N CD CO CO O N N CD CO CY) CO CY) CO CO CHLORINE AND ACID a Q CO O 00 ti N 4 N O O N- CY) O N N O HENNEN'S SHELL AUTO SERVICE CTR a) ✓ O O 0 ✓ w ct LT_ MOTOR FUELS & LUBRICANTS 0321.6222 PARK SERVICES DAMAGE DEPOSIT 0675.4801 co rn co N (NI N N cY) N Li) N M co GAS FOR AIRBOAT 1 O 4 HUTCHINS, LINDSAY O N N 0 co REFUND DEPOSIT CD O O CD N CD CD O CD N INNOVATIVE OFFICE SOLUTIONS, LLC O N N O N r Y i w J U OFFICE SUPPLIES 0131.6210 IN2834957 UNALLOCATED OFFICE SUPPLIES 0911.6210 IN2834957 ELECTIONS OFFICE SUPPLIES 0132.6210 IN2840805 UNALLOCATED OFFICE SUPPLIES 0911.6210 IN2840805 C3) CA CO CO CO CO N N N_ N.— CO CO) M (.0 CD CO O N N 0) CO C N O N N N Ln CD O C?) ITCO ALLIED ENGINEERING N a) 0 ✓ ✓ ENGINEERING/DESIGN CONSULTANTS CIF20-004 20 FD PAVEMENT RECON 6885.6312 131220 2020 PAVEMENT CD CY) 00 N N (C)- LAW ENFORCEMENT LABOR SERVICES CO 0 CO r O r PAYROLL CLEARING UNION DUES PAYABLE 0912.2142 JANUARY 2020 PAYROLL CLEARING UNION DUES PAYABLE 0912.2142 JANUARY 2020 N N N N CO CY) J O i Q 0_ SERGEANTS O CD CD CY) O O CD C (xi N a) O N N O CO- N CD O N O 00 N LEAGUE OF MN CITIES INSURANCE TRUST N CO r ✓ 0 ✓ WORKERS COMP SELF INS I.S. AWARDS & DAMAGES 7821.6610 131116 JAN 2020 15226 co O N CD O N LINK LUMBER INC I, - CD 0 ✓ 0 ✓ SNOW & SAND OPERATING SUPPLIES 0424.6202 rn co O MAIL BOX REPAIR ad co LYN-MAR PRINTING 01 N N ✓ ✓ ✓ w rY LT_ PRINTING/PUBLISHING 0321.6336 131194 41531 PRINTING FOR SPUC FLYER SEWER MANAGEMENT PRINTING/PUBLISHING 7711.6336 Lo a) crk— co co N N Co 0_ PRINTING FOR SPUC FLYER O O O O CD C N co • N 0 0 0 0 0 0 0 0 N N N N N N N N N 0 0 0 0 0 0 0 0 0 N N N N N N N N N CO CO N N N N CO N N ✓ r r r r r r r r CO CY) it C-) a) L 0 Lc) O N ..r)L Nr O O O ✓ r r r r r r r r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N f U LO LO f LO 4) O) CO 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > C O z U O a it 0 0 Supplier / Explanation C O E Q CO4) 0 Continued... LYN-MAR PRINTING C) N N r ✓ ✓ SURFACE WATER MANAGEMENT PRINTING/PUBLISHING 7731.6336 W W J J O O o_ 11 OPERATING SUPPLIES 0311.6202 co O CO a) IC) Lf) (0 7r M a) N N M M PRINTING FOR SPUC FLYER O O N N M O O co co N LYNN PEAVY CO C) 0 0 ✓ BAGS FOR EVIDENCE LO O M Ln Cr) LO O M L() Cr) MCLAIN, MICHAEL CONFERENCE/SCHOOL/TRAINING 0311.6472 131118 2019 FALL O O O O 7r TUITION REIMB METRO CITIES MAYOR & COUNCIL U) W 10 a O co 7r (0 r O H W W J U_ OPERATING SUPPLIES 0441.6202 ENGINEERING/DESIGN CONSULTANTS PR19-001 RIDGE CR PK- PLSL CH 6862.6312 coN- a) a) co 7r (O co O a) O IC) N N N- co ti N N CO M M 2020 DUES O 0 O O O O ,r 7r N O O 4 7r N 126318 MINNEAPOLIS OXYGEN CO co 7r L() O LO cn 2 MN ASSOC OF GOVERNMENT COMMUNICATIONS N CD 00 0 N N CO r N N r r CO ✓ Cr) a) ti co O CO ✓ M a) ti co O COMMUNICATIONS U) W 10 a 0125.6480 W U_ J 0 0 SOFTWARE - ANNUAL FEES 0311.6410 co N LC) a) ,r co co co Lo co c0 a) co co M JON'S MAGC ANNUAL MEMBERSHIP O O Ln co MN DEPT OF PUBLIC SAFETY ✓ C) ✓ 0 0 ✓ 12/19 - BCA SOFTWARE FEES O O O ti N O O O ti N MN TEAMSTERS #320 Cr) CO ✓ ✓ 0 ✓ PAYROLL CLEARING UNION DUES PAYABLE 0912.2142 JANUARY 2020 CO N M O O M 7r O O M 7r C) CO N 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O N N N N N N N N N N CO N N N N N N N N CO ✓ r r r r r r r r r H W W tY 1— V) U) W 10 a O 0 N M N- MSSA MENBERSHIP Page 287 of 316 it U 4) L 0 LO tO L[) LC) U, CD CD CND CD CoACD CD U, in CO CO L L CO L CO U, ✓ r r r r r r r r r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 CO C) O) CQ 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c O z U O a it 0 W Supplier / Explanation O E Q C]) CQ 0 Continued... 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O N O N Q CENTERPOINT ENERGY SERVCIES INC a, NI - cal ,- 0 r PR19 SHAKOPEE BRICKYARD/MARINA MISCELLANEOUS 6876.4850 6402189113-6 0 N 0 N Q BUILDING I.S. FUND BUILDINGS 7810.6730 O CY) CY) CHOICE ELECTRIC INC N N N ,- 0 r O O is) c cc M In N O Cr)00 CY) N CINTAS - 754 INC H LLI H W CC in H < J U) OL LL SEWER MANAGEMENT SURFACE WATER MANAGEMENT FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH ZZZZZ DDDDD N N N N N N N N N N O CO co. CD (0 N N .— CY) O co O N ti 4040388755 4040388755 4040388755 4040388755 4040388755 CO 00 00 (0 (0 N N N N N CY) Cr) Cr) CO CO CO 0 H 0 U U c00o H J 2 CO o m 0 H U Y N 0 2 H r O O O N N N 0 O O N O M r JT KR ▪ H CO CO C3) Lf) CO C3) LC) N 0 ,— C'7 Ln Ln M 0) O C3) O N CY) N N cq 4 Cc (NJ 120502 CULLIGAN WATER CONDITIONER FACILITIES BUILDING MAINT. 0181.6315 101X33390306 Lo N M N CY) C0 O IS) N CY) C0 O Ln D R HORTON a) N ✓ 0 N ESCROW FUND EROSION CONTROL PAYABLE 8040.2371 SH093367 ESCROW FUND C.O. 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DIESEL COMPONENTS INC N N N O O EQUIPMENT MAINT SUPPLIES 0421.6240 0) 00 O �Y O O O O O O ECKROTH, DAN O ti O N FACILITIES UNIFORMS/CLOTHING 0181.6212 131249 2020 BOOT 2020 BOOT REIMBURSEMENT N C0 ALLOWANCE EMERGENCY AUTO TECHNOLOGIES INC ti C! CO O O EQUIPMENT I.S. FUND EQUIPMENT 7800.1740 MP010820-54 00 C) N M SK1345 FIRE DEPT CO N C0 (.6 co Lf) 00 co L) ESS BROTHERS & SONS INC N N CO C) O SEWER MANAGEMENT OPERATING SUPPLIES 7711.6202 Ln 6) O N N O N CO CONCRETE MIX O Lf) N ti w w O U O 0 CL CL EQUIPMENT MAINT SUPPLIES 0311.6240 158-027699 EQUIPMENT MAINT SUPPLIES 158-027851 N N- N C• M M CO FACTORY MOTOR PARTS INC O O O O 0) L0 I- N N 00 71- O f` N- 0) O N 00 FASTENAL F- F W w J F- U C!) OPERATING SUPPLIES 0441.6202 MNSKA170362 OPERATING SUPPLIES 0421.6202 MNSKA170504 C0N- N- N C Ce) M TRUCK LED FLASH LIGHTS O M 00 O 00 N N— 00 N C'r) 00 O O M FLOYD TOTAL SECURITY COMMUNITY CENTER BUILDING MAINT. 0674.6315 ICE ARENA BUILDING MAINT. 0673.6315 N - N CO C0 r M CO M CO N N CY) - CO Lf) O N Lf) - O CD N- M 0) L0 ti M M FORCE AMERICA INC N CO O O ~ w w w w w U_ _.) _0 J J J I- 0 0 0 U) CL CL CL EQUIPMENT MAINT SUPPLIES 0421.6240 001-1409258 UNIFORMS/CLOTHING N N CO CY) O 1001728296 UNIFORMS/CLOTHING 0311.6212 014776680 UNIFORMS/CLOTHING 0311.6212 014776681 CO N N- 00 N CO - CO CO M M C- r) CO GALLS INC CO O O N N 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 N N N N N N N N N M M 0 M 0 0 0 0 M r r r r r r r r r JA34 CAPTAIN BADGES JA34/CH80 SGT AND CPT. INFO NAMETAGS/BARS - 34/80 M Lf) N— O M Page 295 of 316 O Lf) N CD Ln U a) L 0 CO C) O T N M O CO 7 LO LO LO LO T r r r r r r T r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N I 0 LO LO r Council Check Register by GL Council Check Register and Summary Business Unit Account No O z > C O z 0 O 0 It 0 0 Supplier / Explanation C O E Q a) N 0 Continued... GALLS INC ✓ CO ✓ 0 0 r GONZALES, AIDE COMMUNITY CENTER DAMAGE DEPOSIT 0674.4801 ENGINEERING OFFICE SUPPLIES 0411.6210 COMMUNITY CENTER LESSONS 0674.4770 COMMUNITY CENTER YOUTH ACTIVITIES 0674.4780 FACILITIES ICE ARENA PARK SERVICES COMMUNITY CENTER 0 0 0 0 0 DDDDD m m m m m LO LO LO LO LO CO CO CO CO CO CO CO. O O O N N— Cr) LC') O CO C~O CCOO CO O O O O O ADMINISTRATION OPERATING SUPPLIES 0121.6202 CO N O 7r LO LO LO LC) LC) CO 7r .— O 7r CO CO CO CO O 7r 7r N- a) co Cr) co co co co 0) 7r co 7r 7r I,- N CO N N a) O ti co CO r-- N.- ti ti coN LC� LO LC) CO CO CO CS) CO CO CO N N N N N N N C) CO CO CO CO CO CO CO CO M REFUND DEPOSIT O O O O N O O O O N GS DIRECT N 0 tO CO 0 r C) CS) CXi 7r co C) a) 00 7r co GUEVARA, ALEJANDRO C) M I,- 0 M ✓ REFUND SWIMMING LESSONS O O O O N- O C) O O N- 130734 HOWARD, TIM REFUND SKI CLUB O O LC) C') N- O O LC) C') N- HUEBSCH CO Ln Lc) 0 0 ✓ O N— O O Lid O CY) ,— M CD O 4 ai 4 ti co co co .— M O 0) co co IDENTISYS Ln ✓ 0 00 0 ✓ PRINTABLE KEYCARDS O O LO Co co O O LO oo co INNOVATIVE OFFICE SOLUTIONS, LLC C) N N. 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JK DESIGNS INC CO Co CO N r MAYOR & COUNCIL EQUIPMENT GENERAL FUND J w co W_ 0 1000.1520 GENERAL FUND GASOLINE 1000.1510 GENERAL FUND J w co _w 0 1000.1520 Y Ct 0- EQUIPMENT MAINT SUPPLIES 0621.6240 ADMINISTRATION CONFERENCE/SCHOOL/TRAINING 0121.6472 C3) N CO 00 CO 00 000 N- ti CO N- N Co Co Co N N- I,- ti N N N N N N CO N CO 00 00 LO 0) CY) N N N N N M M CY) CY) CO CY) REV POND Co O Co Co Co CY) N Co O Co Co Co Co N KELLEY FUELS, INC N Nr Lr) Co r KIBBLE EQUIPMENT LLC O CO ONO N r `Y ( ) Co N Co N LEAGUE OF MN CITIES CD Co 0 ✓ 0 ✓ LMC LEGISLATIVE CONF. Co O O Co Co Co C3) Co N- LEAGUE OF MN CITIES INSURANCE TRUST N CI r r 0 ✓ SELF INSURANCE I.S.FUND AWARDS & DAMAGES 7820.6610 131344 5345 Co O Co Co LO N Co O Co Co LO N LINK LUMBER INC I, - CO 0 ✓ 0 ✓ SNOW & SAND OPERATING SUPPLIES 0424.6202 H W Y W CC CC 0_ (I) OPERATING SUPPLIES 0621.6202 EQUIPMENT MAINT SUPPLIES 0421.6240 ADMINISTRATION W D 0 0121.6480 N Coj Co N N- N- I` Co LO CD LO LO CO LO 0)) O) Co Co N N N CY) CY) CO CY) CY) MAIL BOX REPAIR SAW BLADES LITTLE FALLS MACHINE, INC Co Lr) ✓ 0 0 ✓ co Co 'Y U) N- co CO Co N N- Co Co Co N Q 2 Q 2 N CO ✓ r 0 r 2020 MAMA DUES Co O 6 7r MINNEAPOLIS FINANCE DEPT CID Co Co 0 0 ✓ PAWN SHOPS OTHER PROF SERVICES 0364.6327 400451003510 APS FOR POLICE DEPT. 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CD 7r N 000 CO N 0) CO CO N M .— LC) LC) co LC) LC) I` CO N ,- N- - N CD ti co Ln NEOFUNDS CO r CO C) N r PREPAID OTHER 0151.1505 790004439970571 SEWER MANAGEMENT SURFACE WATER MANAGEMENT H CC CC LLI SEWER MANAGEMENT SURFACE WATER MANAGEMENT z z z z z z z z FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH FORMS/CLOTH Z z z z z z z z DDDDDDDD N N N N N N N N CO CD CO CD CD CO CD CD N N N- CY) N N N- CY) CD O I` I` O O CD I` I` O I` I` N- I` CD N N N N N- N- N- O O CD O Z CD CD CD CD C3) C3) C3) 0) Z Z Z Z Z Z Z Z co LO 0) 0) 0) rn rn rn rn rn N N N N N N N N N M M M M M M M M CY) O O O O Ln NORTH AMERICAN SAFETY N 0 M M N r 0 0 N N O O N N O O M M r r ICE CLEATS ICE CLEATS ICE CLEATS ICE CLEATS HI VIS WINTER JACKET HI VIS WINTER JACKET HI VIS WINTER JACKET HI VIS WINTER JACKET CD CD CD CD CD CD CD CD CD CD CD CD 0) C3) 0) CT) Ln 6 6 6 00 00 00 c6 CD CD LC) I,- CY) Page 298 of 316 it U C) L 0 v in in in in r r r r co v Tr in in Nr 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N f 0 LO LO f N x— Council Check Register by GL Council Check Register and Summary Business Unit Account Description 45 D) a) 2 co Account No O z > c O z U O 0 It 0 0_ Supplier / Explanation O E Q a N) 0 Continued... 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SHAKOPEE GRAVEL INC G) co N O 0 ✓ 0 Q U) 0) O CY) CO (Y) C3) O CY) co co 101235 SHAKOPEE TOWING INC TOWING FROM CRASH SITE 105794 SHRED RIGHT - A ROHN INDUSTRIES CO N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 N N N N N N N N N N M M 0 0 0 0 0 0 0 M r r r r r r r r r r RECORDS IMAGING OTHER PROF SERVICES 0134.6327 131256 520245 Page 299 of 316 it U a) L 0 LC) LC) LO LC) LO LC) LC) LC) LC) N T T T T T T T T T T 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N f 0 LO LO f co N- 4) O co 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > c O z U O a It 0 0 Supplier / Explanation O E Q Co4) 0 Continued... STATE CHEMICAL SOLUTIONS t0 co N 0 co T H w w r o_ (I) OPERATING SUPPLIES 0621.6202 901330783 CD CO CO M N- ti Ln O N N ti Lf) O N N TERMINAL SUPPLY CO r 1. 0) 0 T OPERATING SUPPLIES 0421.6202 SHAKOPEE GOVERNMENT TELEVISION FURNISHINGS (NOT CAPITALIZED) 2150.6204 O 9 o N CO O LC) O N CO N— LO LC) CO 7r N CO CO CO CO CO CD O CO O O >- W z cc _W H TOENYAN, DUANE T N CO 10 0 0 O O T T 0) 7 Co N 0) 7 Co N FACILITIES UNIFORMS/CLOTHING 0181.6212 131250 2020 BOOT 2020 BOOT REIMBURSEMENT 0 0 Ni ALLOWANCE EQUIPMENT MAINT SUPPLIES 0621.6240 SURFACE WATER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7731.6240 CO N CO CO N- N- C N 0_ El_ O O N- ti N N M CO TRI STATE BOBCAT, INC CO ✓ N ✓ N r N ✓ Y Y 0 0 0 O O O 0 O Co Lf) C0 TYLER TECHNOLOGIES LC) CO M 0 M ✓ BUILDING INSPECTION SOFTWARE - ANNUAL FEES 0333.6410 25-283835 COMMUNITY CENTER UNIFORMS/CLOTHING 0674.6212 w U_ J 0 0 UNIFORMS/CLOTHING 0311.6212 N N 0) N CD CO N CO CO CO CO ENERGOV 2019 LO N C0 Lf) co LO N CD LO CD VALLEY SPORTS 0) Tr N T 0 T RITTER SHIRTS 0 0 O O O O CO CD N 0 O CD 0) N VERIZON WIRELESS COMMUNICATIONS COMPUTER ACCESS 0125.6339 ADMINISTRATION TELEPHONE 0121.6334 COMMUNICATIONS TELEPHONE 0125.6334 RECREATION PROGRAMS TELEPHONE 0679.6334 SANDVENTURE POOL TELEPHONE 0672.6334 RECREATION COMPUTER ACCESS 0671.6339 RECREATION COMPUTER ACCESS 0671.6339 RECREATION COMPUTER ACCESS 0671.6339 RECREATION COMPUTER ACCESS 0671.6339 984572833 984572833 984572833 984572833 984572833 984572833 984572833 984572833 LO 10 � LO LO LO LO N N N N N N N N co co co co co co co co c c .2 •O i5 d _ U_ N t0 s= - O = (Q T .E s E U — TO -co -co 0 0 00 < < 0 0 a 0 0 0 0 0 0 0 N N N N N N N N 0 0 0 0 0 0 0 0 N N N N N N N N 0 0 0 0 0 0 0 M ✓ r r r r r r r Park Camera Park Camera Park Camera 984572833 Page 300 of 31 6252 Park Camera O CD CD O O N— Ln Ni Ni O O O) 0) 0) 0) CO N- it a) L 0 0 Z.;CO COCO CO co CO CO CO CO in in in 10 in in in ✓ r r r r r r r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N Y 0 Ln in CC a) N— a) O) c6 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) 0) -o a) 2 co Account No O z > C O z U O 0 It 0 0 Supplier / Explanation C O E Q a) N a Continued... 101061 VERIZON WIRELESS 0 N 0 N 0 M T COMMUNITY CENTER TELEPHONE 0674.6334 O 0 0 0 0 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z il CC CC CC Ct Ct Et CC CC CC f:t W W W W W W W W W W W W W W W W W W W W W W Z Z Z Z Z Z Z Z Z Z Z O 0 0 0 CD 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z W W W W W W W W W W LU COMPUTER ACCESS TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE TELEPHONE COMPUTER ACCESS FACILITIES TELEPHONE FACILITIES TELEPHONE W W W W W W W W W W W W W W W W W W W W W W W LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL TELEPHONE COMPUTER ACCESS TELEPHONE TELEPHONE COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS COMPUTER ACCESS TELEPHONE COMPUTER ACCESS TELEPHONE COMPUTER ACCESS COMPUTER ACCESS 0) • 0) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) a) • o) 0) Ce) Cr) Cr) Cr) M • C'D • Ce) • Cr) CY) • Cr) M Cr) Cr) CO Cr) CO Cr) CO Cr) Cr) Cr) CO Cr) Cr) Cr) Cr) Cr) CO Cr) Cr) Cr) Cr) Cr) CO Cr) Cr) Cr) Ce) Cr) M Cr) Cr) Cr) Ce) M M Cr) CO CO Cr) Cf) Cr) Cr) Cr) CO Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) Cr) CO CD CO CO CO CO CO CO CO CO CO CD CO O O O O CD CO CO O O O CD CO CO O O O M. 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MONTHLY MTG N N w Co 0 0151.6480 DEC2019_7050 19 N N.- 0) Co CO N- CPA LICENSE RENEWAL - NR CO Lo PLANNING OFFICE SUPPLIES 0171.6210 DEC2019 0861 49 CO Ns a) Co CO DAKOTAALPHABET a) Co PLANNING POSTAGE 0171.6332 DEC2019_0861_22 ti a) Co CO WSB RELOCATION N N ADMINISTRATION 0121.6213 DEC2019_0861 14 Lo N.- 0) Co CO N- HOLIDAY PANCAKE BATTER Lo N- PERSONNEL - PAYROLL WELLNESS PROGRAM 0123.6471 DEC2019_4408 67 CO N.- 0) Co CO N- LUNCH AND LEARN PERSONNEL - PAYROLL WELLNESS PROGRAM 0123.6471 DEC2019_4408_29 N.- N.- 0) Co CO LUNCH AND LEARN - ZUPPAS N Page 306 of 316 it C) C) 0 0 N 0 N N 0 T C) r 0 N CO N N r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N Y 0 LC) LC) W LC) N Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) v) a) 2 co Account No O z > c O z U O 0 It 0 0_ Supplier / Explanation C O E Q a) CC 0 Continued... 109764 CORPORATE PAYMENT SYSTEMS O N O N N N T UNALLOCATED DESIGNATED MISCELLANEOUS 0911.6640 DEC2019_4408_02 00 ti a) 0 Cl) N- REFUND ON COSTUME CO co COMMUNICATIONS OPERATING SUPPLIES 0125.6202 DEC2019 4408 71 a) ti a) 0 Cl) N- PHOTO CONTEST PRINTS N O ADMINISTRATION OFFICE SUPPLIES 0121.6210 DEC2019_4408_12 ERGONOMIC MOUSE AND PAD N N— COMMUNICATIONS OPERATING SUPPLIES 0125.6202 DEC2019_4408_82 PHOTO CONTEST SUPPLIES a) N INSPECTION CREDIT CARD FEES 0331.6650 DEC2019 4465 94 N O a) 0 Co BLDG PAYPALS 0) co I— I— W Lu W W W w w IJi IJi C!) a_ OPERATING SUPPLIES 0441.6202 DEC2019_4879 11 O co 0) 0 co N- JUMP START BATTERY O N CONFERENCE/SCHOOL/TRAINING 0441.6472 DEC2019_4879_71 LC) ti EQUIPMENT MAINT SUPPLIES 0421.6240 DEC2019_4879_27 LC) O a) 0 Cl) CO co EQUIPMENT MAINT SUPPLIES 0621.6240 DEC2019_4879_27 LC) co a) 0 Cl) CO co SEWER MANAGEMENT EQUIPMENT MAINT SUPPLIES 7711.6240 DEC2019_4879_27 LC) co a) 0 co CO co SWEEPING EQUIPMENT MAINT SUPPLIES 7733.6240 DEC2019_4879_27 LC) O a) 0 Cl) CO co EQUIPMENT MAINT SUPPLIES 0311.6240 DEC2019_4879_32 CO co a) 0 Cl) ti EQUIPMENT MAINT SUPPLIES 0621.6240 DEC2019_4879_16 ti O a) 0 co ENGINEERING OPERATING SUPPLIES 0411.6202 DEC2019_9649_42 O O a) 0 Cl) CO L{) ENGINEERING OPERATING SUPPLIES 0411.6202 DEC2019_4531 48 ti ENGINEERING CONFERENCE/SCHOOL/TRAINING 0411.6472 DEC2019_4531 _04 O O a) 0 Cl) CO ENGINEERING OPERATING SUPPLIES 0411.6202 DEC2019_9649_22 x— C) a) 0 Cl) N— CM co ENGINEERING OFFICE SUPPLIES 0411.6210 DEC2019_9649 74 N CA a) 0 co ENGINEERING OPERATING SUPPLIES 0411.6202 DEC2019_9649_74 N a) a) 0 Cl) ENGINEERING UNIFORMS/CLOTHING 0411.6212 DEC2019_9649_38 C7 C) a) 0 Cl) a) a) 00 LC) a) LC) O O O O co a) O co O a) a) a) O Co a) a) a) a) N LC) O In LC) N- co LC) N- O CO t N- Lf) LC) LC) C3> a) O 00 (.6. 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CORPORATE PAYMENT SYSTEMS CO I, - CD 0 T 0 N 0 N N N T 00 L() ENGINEERING OPERATING SUPPLIES 0411.6202 DEC2019_9649_25 7r O 0) 0 () co N— ENGINEERING UNIFORMS/CLOTHING 0411.6212 DEC2019_9649 20 LC) 0) 0) 0 co Ln ENGINEERING UNIFORMS/CLOTHING 0411.6212 DEC2019_9649_31 I 0) co (O 0) O) 7r N N 71- N N O COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019_2734_71 BIRTHDAY PARTY SUPPLIES N co COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019 2734_11 CO 0) 0) 0 CO N- KIDS COVE SUPPLIES 00 C� co N N N N COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019 2734_14 BIRTHDAY PARTY SUPPLIES O (O Lc) CO N CO O COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019_2734_14 0) 0) a) 0 co SALES TAX CO) co GENERAL FUND X H W CO C 1000.2080 DEC2019_2734_14 CA 0) 0) 0 co N- CY) co COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019 2734_64 BIRTHDAY PARTY SUPPLIES CO O COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019_2734_95 KIDS COVE SUPPLIES co COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019 2734_02 N O O CY) KIDS COVE SUPPLIES 0 o COY) a) .— cci O O N 7r co N— RECREATION PROGRAMS OPERATING SUPPLIES 0679.6202 DEC2019_7486 20 W W LL LL 0 U N 0) Ln co Lc) LC) RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 DEC2019_7486_98 7r O O C'r) SENIOR TRIP 0 co C3) IC) N N N RECREATION PROGRAMS OPERATING SUPPLIES 0679.6202 DEC2019 7486_16 LC) O O C'') SENIOR SOCIAL (0 N RECREATION PROGRAMS OPERATING SUPPLIES 0679.6202 DEC2019 7486_21 (o O O CY) N— SENIOR SOCIAL O LC) RECREATION PROGRAMS OPERATING SUPPLIES 0679.6202 DEC2019_7486_39 (o RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 DEC2019_7486_07 CO O O C'') x- SENIOR TRIP 0 C 00 0 O O N O N N O Lf) N 7r N Ln CO RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 DEC2019_7486_40 SENIOR TRIP 0 O LC) (0 O N— RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 DEC2019_7486_08 JOLLY JUBILEE 0 Cr) 00 co N Page 308 of 316 it U a) 0 0 0 N CO N N r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N Y 0 LO LO f ti N Council Check Register by GL Council Check Register and Summary Business Unit Account Description a) 0) 2 co Account No 0 z > C O z 0 O 0 It 0 0_ Supplier / Explanation C O E Q a) N 0 Continued... 109764 CORPORATE PAYMENT SYSTEMS O N O N N N T RECREATION PROGRAMS OPERATING SUPPLIES 0679.6202 DEC2019_7486_55 O Co SENIOR SOCIAL O COMMUNITY CENTER EQUIPMENT MAINT SUPPLIES 0674.6240 DEC2019_0393 35 N N- O co N- FAN FOR FIT FLOOR N co COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019_0393_41 co N- O co N- DRUM WRENCH M COMMUNITY CENTER EQUIPMENT MAINT SUPPLIES 0674.6240 DEC2019_0393_83 O Co PLASTIC FITTINGS FOR POOL O ti RECREATION PROGRAMS OTHER PROF SERVICES 0679.6327 DEC2019_0393_14 Lc ) N- O co N- JOLLY JUBILEE SUPPLIES COMMUNITY CENTER OPERATING SUPPLIES 0674.6202 DEC2019_0393 11 POOL SUPPLIES O COMMUNITY CENTER EQUIPMENT MAINT SUPPLIES 0674.6240 DEC2019_0393_54 SAUNA CONTROL 0) Lc) COMMUNITY CENTER EQUIPMENT MAINT SUPPLIES 0674.6240 DEC2019 0393_64 WHIRLPOOL PUMP CO CO w 0 w w w w J w w w OPERATING SUPPLIES 0321.6202 DEC2019 2447_13 SALES TAX CREDITED BACK CO CO OPERATING SUPPLIES 0321.6202 DEC2019_2447_07 CHRISTMAS SUPPLIES FOR PARADE 0) co OPERATING SUPPLIES 0321.6202 DEC2019_2447_08 N O CHRISTMAS PARADE SUPPLIES O O O O LL 0321.6213 DEC2019_2676_45 N N O Co CO UNIFORMS/CLOTHING 0311.6212 DEC2019_6025_70 Co N O CO HATS FOR PATROL - UNIFORMS O Lc) OPERATING SUPPLIES 0321.6202 DEC2019_4689_43 7r N O Co Co OPERATING SUPPLIES 0321.6202 DEC2019 4689_21 Ln OPERATING SUPPLIES 0321.6202 DEC2019_4689_21 LC) N O Co LC) GENERAL FUND X H w Co CD 1000.2080 DEC2019_4689_21 LC) N O Co .- is) LT_ U U CONFERENCE/SCHOOL/TRAINING 0321.6472 DEC2019 4689_03 CO N O Co N CO O O O U- 0321.6213 DEC2019_4689_58 LC) O OPERATING SUPPLIES 0321.6202 DEC2019_4689_00 CO N O Co C co O N- O N- N- • A N- 00 00 O • 00 a) O O I` N .- t CO N a) Ln co 00 coCo CA Co t t O a) 00 . . . . . . . . . . . . . . . . . . 00 N- O Co a) Co N Co - O 4 O a) a) Ln LD O O a) O N a) CO N N- LCD Co LC) Co N N- CO Co Co N- .- co Page 309 of 316 it 0 a) 0 C) r 0 N CO N N r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N Y 0 LO LO r CO N 4) 0) CO 0_ Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No O z > C O z U O a it 0 0 Supplier / Explanation C O E Q N N a Continued... CORPORATE PAYMENT SYSTEMS 0 N 0 N N N T COMMUNICATIONS OPERATING SUPPLIES 0125.6202 DEC2019_4408_53 C3) N 0 CY) PHOTO CONTEST PRINTS 0 O PERSONNEL - PAYROLL CONFERENCE/SCHOOL/TRAINING 0123.6472 DEC2019_4956_04 CD 0 PERSONNEL - PAYROLL TRAVEL/SUBSISTENCE 0123.6475 DEC2019 4956_28 co O co 00 0) ADMINISTRATION a 0 0 LL 0121.6213 DEC2019_4956_33 N co O M ,— PLANNING PRINTING/PUBLISHING 0171.6336 DEC2019 4956 13 CO CY) O M N- N LC) Y Y Y CC CC CC CONFERENCE/SCHOOL/TRAINING 0621.6472 DEC2019 1592_21 co O M OPERATING SUPPLIES 0621.6202 DEC2019_1592_67 LC) CY) O CY) CD 00 OPERATING SUPPLIES 0621.6202 DEC2019 1592 81 co CY) O CEO N- 00 CO SEWER MANAGEMENT OTHER PROF SERVICES 7711.6327 DEC2019_9649_49 N CY) O CY) x— N co SURFACE WATER MANAGEMENT OTHER PROF SERVICES 7731.6327 DEC2019_9649_49 N- CO O CY) O CD 00 0) O 0) O O O 4 0) 00 O 0) 4 0) N N N O 0) CO 0) co N O co co co N N co U_ U_ _U U_ U_ _U U_ U_ J J J J J J J J O_ 0 O O 0 O O 0 OFFICE SUPPLIES 0311.6210 DEC2019 5854_50 CO co O CY) N- OFFICE SUPPLIES- GUN PERMIT O L ) N 0311.6213 DEC2019_5854_85 0) co O M CR23 RETIREMENT CO CD C9 N— N Co OFFICE SUPPLIES 0311.6210 DEC2019_7883_63 O 7r O CY) CROSBY TRANSCRIPTION HP O O 00 7r M a 0 O LL 0311.6213 DEC2019 7883_36 7r O CY) SCOTT CO INV. 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MONITOR STAND 0 co 7806.6202 DEC2019_1971_16 co CO O CY) N- MS TEAMS 0) co N O co O 0) co O O 0) CO N CO O C3) N N LC) C`r) .— 0) N Page 311 of 316 it 0 a) 0 Cr) 0 N CO N N r 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N Y 0 LO LO f O CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description L 0) 0) -o 0) '= V) Account No O z > C O z U O a it 0 0 Supplier / Explanation O E Q Q) CQ a Continued... CORPORATE PAYMENT SYSTEMS 0 N C) 0 T 0 N 0 N N N T IC) CS) INFORMATION TECHNOLOGY CONFERENCE/SCHOOL/TRAINING 0126.6472 DEC2019_1971_13 N O 0 CO TRAINING CLASS O O O 7r Co 7r N U_ U_ _U U_ U_ _U U_ U_ _U J J J J J J J J J a 0 0 LL 0311.6213 DEC2019_7883_94 co CO O CO N- CR23 RETIREMENT 00 C3) LC) N N- N. 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OMN DEPT OF LABOR & INDUSTRY CM M r L!") N r Et Et CC CC Ct W W W W W W 0 0 0 0 0 0 1- I- I- I- I- I- DDDDDD BLDG PERMIT - SURCHARGE PLUMBING PERMIT -SURCHARGE ELECTRIC PERMIT -SURCHARGE HEATING PERMIT -SURCHARGE W & S PERMIT -SURCHARGE FIRE PERMIT- SURCHARGE INSPECTION ADMINISTRATIVE CHARGES O N M LC) CO CO CO CO CO CO CD CD CD CD O O 1 NNNNNNC7 C7 C'7 C 6 C7 C7 C7 O O) O) O) 0) O) CO CD CD CD CD CD CD CD COMMUNITY CENTER BANK FEES- NSF FEE 0674.6660 C5) 0) O) 0) C3) C3) O) 0) CD CD CD CD CD CD CD o NNNNNNN N W W W W W W W W 0 0 0 0 0 0 0 0 M CO CCO CM CM M M NNNNNNN M C) CY) CO CO CO CO 0) CS) CS) CT) Ci) O) 0) N N N N N N N NSP SURCHT PMTS- NSP SURCHT PMTS- NSP SURCHT PMTS- NSP SURCHT PMTS- NSP SURCHT PMTS- NSP SURCHT PMTS- NSP SURCHT PMTS- o 0 0 0 0 0 0 m m m CO CO CO CO 71- CD CO LO CD 1` 7r CY) V) � CD 0) 6 N- N ,- CO N N LO Ln O M N LO C7 0) CO CD OMONEYMOVERS N LO N N N CD co N C7 x- MONTHLY FEES- 12/19 CD CD 0) CO CD CD C3) CO 125134 OMNDOR- SPECIAL FUEL TAX GENERAL FUND FUEL TAX PAYABLE 1000.2082 PAYMENT- 12/19 GENERAL FUND FUEL TAX PAYABLE 1000.2082 PAYMENT- 12/19 M M N N C0 7 FUEL TAX PAYMENT- 12/19 FUEL TAX PAYMENT- 12/19 CD 0) LC CO CD N- N 00 O) CD N Co OMNDOR- SALES TAX CD M r L() N r GENERAL FUND FUEL TAX PAYABLE 1000.2082 PAYMENT- 12/19 GENERAL FUND 1000.2080 PAYMENT- 12/19 GENERAL FUND SALES TAX PAYABLE N- CD CD N O O O PAYMENT- 12/19 00 000 000 C.0 CO N N N M D CY) CD CD CD CD CD CD O CD 1` N M CO CD CD 06 CO CD 0 OCOMMERCIAL PARTNERS TITLE LLC O N 0 M TIF DIST #20 ENCLAVE DEVELOPME OTHER PROF SERVICES 4083.6327 TIF DIST #20 ENCLAVE DEVELOPME OTHER PROF SERVICES 4083.6327 4 Q Q CC Et 0 0 CO CO N N C7 7 ENCLAVE REDEVELOPMENT DRAW #1 ENCLAVE REDEVELOPMENT DRAW #1 CD CD 0 O CD O O 00 71- LO LO N CO CS) CD O N- 0) 0) ti 0 CITY OF SHAKOPEE N CI CO N N r SWMDTF - MATCH WAGES FT REG 8826.6003 131240 STAFF TIME- SH- RECEIPT 0311.4642 CD O O CD CD C7 O N SWMDTF - MATCH OTHER PROF SERVICES 8826.6327 131240 STAFF TIME- SH- RECEIPT 0151.4511 CD O O CO COMMUNITY CENTER CAPITAL LEASE PAYMENT 0674.6830 COMMUNITY CENTER DEBT SERVICE - OTHER CHARGES 0674.6890 COMMUNITY CENTER EQUIPMENT RENT 0674.6420 O) CO CO CO J J N J 0 0 0 OLYNCH CAPITAL CORP LO N N N N r N N C7 C'7 CL#34- JAN 2020 CL#34- JAN 2020 Page 314 of 316242 OL#34- JAN 2020 0 N CO CD O ,- 00 O O 4 O 6 co — co O) N- — C7 co C7 N N N N N N N 0 0 0 0 0 0 0 N N N N N N N O LO LC) CO N O N r r r r r r .,— it U a) 0 Li) CO N CO 0) O r 0 0 0 0 0 r r r r r r r r O O O O O O O N N N N N O O O O O O O N N N N N N N 1/30/2020 14:20:16 CITY OF SHAKOPEE LOGIS100 N Y 0 Lf) L0 fY CO CO Council Check Register by GL Council Check Register and Summary Business Unit Account Description Account No 0 z C 0 z 0 O a it 0 0 Supplier / Explanation C 0 E Q N CQ 0 Continued... OLYNCH CAPITAL CORP In N N N N r TIF DIST #20 ENCLAVE DEVELOPME OTHER PROF SERVICES 4083.6327 PERSONNEL - PAYROLL OTHER PROF SERVICES 0123.6327 PERSONNEL - PAYROLL OTHER PROF SERVICES 0123.6327 2010A GO IMP BONDS DEBT SERVICE PRINCIPAL 3042.6810 N O O O Q N N N Z Z m Et a -) - U_ PAYMENTS 2010A GO IMP BONDS DEBT SERVICE INTEREST 3042.6850 PAYMENTS 2011-12 GO IMP BONDS DEBT SERVICE PRINCIPAL 3043.6810 PAYMENTS 2011-12 GO IMP BONDS DEBT SERVICE INTEREST 3043.6850 O N 0 N W U- PAYMENTS 2016A GO TAX ABATEMENT BOND DEBT SERVICE PRINCIPAL 3044.6810 PAYMENTS 2016A GO TAX ABATEMENT BOND DEBT SERVICE INTEREST 3044.6850 N N ▪ N N N N • N N N CO CO - CO CO - CO - CO - CO - CO - M OCOMMERCIAL PARTNERS TITLE LLC O ▪ C\I N. M Q r Et 0 O Cfl O 00 O O 00 N f` It) (3) N 00 O 00 ti 0) N 7r m Q O It) N Lf) N ✓ HSA FEES- 01/20 FSA FEES- 01/20 O O O O 4 Lf) 00 N Lo OUS BANK- DEBT SERVICE PAYMENT CO M ✓ Lc) N ✓ GO Improv. 2010A- Feb-19 GO Improv. 2010A- Feb-19 O O O O O Ln 0) O I` O O O N- O 7r Lf) M O O 0 0 N N N N 0 0 0 0 N N N N 0 I CO O) N N N N ✓ r r r GO Improv. 2012A- Feb-19 GO Improv. 2012A- Feb-19 PAYMENTS 2,274,023.13 Payment Instrument Totals 3, 566, 368.52 4,163,822.01 Page 315 of 316 it 0 a) 0 ✓ N M ✓ r r r ✓ r r r 0 0 0 0 O 0 0 0 N N N N O 0 0 0 N N N N Funds transferred electronically January 21, 2020 to February 4, 2020 PAYROLL $351,956.35 FIT/FICA $103,404.27 STATE INCOME TAX $21,531.46 P E RA $106,948.21 HEALTH CARE SAVINGS $9,974.40 HEALTH SAVINGS ACCT $10,220.99 NATIONWIDE DEF COMP $10,277.07 ICMA DEFERRED COMP $2,204.82 MSRS $5,740.37 FSA $8,810.14 MN WAGE LEVY $0.00 Child Support $518.22 Total $631,586.30 Page 316 of 316