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2. INTRODUCTION <br />2.1 Authorization <br />The City of Elk River retained WSB to complete a serviceability analysis of the proposed Northeast and <br />Northwest Urban Expansion Areas in response to the short-term and long-term growth projected in this part <br />of the city. City staff authorized WSB to proceed with the study in February 2022. <br />2.2 Scope <br />This report evaluates the infrastructure needed to annex the northeast and northwest study areas to the <br />sanitary sewer and water distribution systems. The northwest site includes a portion of the gravel mining <br />area. In addition, WSB evaluated the adequacy of the existing utility systems to serve the study areas and <br />prepared a financial analysis for the recommended improvements. The northeast, northwest, and mining <br />study areas are shown in Figure A1 in Appendix A along with the City's existing municipal service area. <br />2.3 Data Available <br />Information and materials used in the preparation of this report included the following: <br />• City of Elk River Water Supply Plan (approved by the DNR in 2017); <br />• City of Elk River Comprehensive Plan Update (adopted in 2021); <br />• Pumping Records, As-Builts, and Design Data for the Trunk Highway 169 Sanitary Lift Station; <br />• Pumping Records, As-Builts, and Design Data for the Windsor Lift Station; <br />• Pumping Records, As-Builts, and Design Data for the Leachate Lift Station; <br />• Pumping Records and Design Data for the Evans Lift Station; <br />• Design Data for the Jackson Lift Station; <br />• Flow and Design Data for the Wastewater Treatment Plant; <br />• City of Elk River Water Pumping Records from 2017 to 2021; <br />• City of Elk River's 2015 Gravel Mining Area Land Use, Transportation, and Utility Plan; and <br />• City of Elk River GIS Data. <br />2.4 Description of Study Areas <br />The northeast and northwest study areas span approximately 2,200 acres and 2,800 acres, respectively; <br />and both areas are projected to be annexed to the City's utility systems over the next 20 years per the City's <br />2040 Comprehensive Plan. Annexing both study areas would increase the City's municipal service area <br />significantly considering that the City's existing municipal service area spans approximately 8,000 acres. <br />The ground elevations in both study areas vary considerably, ranging from 900-ft above mean sea level <br />(MSL) to 1,000-ft above MSL in the northeast areas and from 940-ft above MSL to 1,100-ft above MSL in <br />the northwest areas. The vast change in elevations presents a challenge to extend water service as <br />separate pressure zones may be needed to provide adequate water pressures. Contrastingly, wastewater <br />may be able to drain by gravity from the higher elevations to the lower elevations without the need of a <br />significant number of intermediate lift stations. The ground elevations of the northeast study areas are <br />shown in Figure A2 in Appendix A and the ground elevations of the northwest study areas are shown in <br />Figure A3 in Appendix A. The ground elevations shown for the mining areas in Figure A3 were obtained <br />from the final proposed grading plan of the Gravel Mining Area Land Use, Transportation, and Utility Plan <br />completed in 2015. <br />A significant portion of both study areas consists of wetlands which, for the purpose of this study, were <br />considered nondevelopable land. Figures A4 and A5 in Appendix A show the extents of the wetlands for <br />the study areas covering a total of 1,209 acres. Developable acreages for each study area were calculated <br />by subtracting wetland areas and existing roads from the gross acreage. Additionally, an extra 10-percent <br />was also subtracted to account for future roads within the future developed land resulting in a final total net <br />developable area of approximately 3,260 acres for both study areas combined. <br />Feasibility Report <br />Northeast & Northwest Urban Service Area Expansion Study <br />City of Elk River, MN <br />WSB Project No. 020010-000 <br />Page 1 <br />