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EXECUTIVE SUMMARY <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 projected growth. The City authorized WSB to <br />proceed with the study in February 2022. As part of this study, WSB evaluated the infrastructure needed to <br />annex the northeast and northwest study areas to the existing sanitary sewer and water distribution <br />systems. In addition, WSB evaluated the adequacy of the existing systems to serve the study areas as well <br />as prepared a financial analysis forthe recommended improvements. A map illustrating the project locations <br />is shown in Figure A1 in Appendix A. <br />An analysis of the projected development densities and topographies within the study areas indicates that <br />trunk gravity sewermain ranging in diameter from 10-inch to 18-inch will be needed to collect and convey <br />the wastewater generated within the study areas. At least six (6) trunk lift stations with firm design capacities <br />ranging from 185 gpm to 4,000 gpm will also be needed. Water service to the northeast areas can be <br />provided by installing a new 12-inch trunk watermain loop through Twin Lakes Road NW, 209th Avenue <br />NW, Quincy Street NW, Smith Street NW, and Tyler Street NW. The 12-inch watermain loop will ensure <br />that the water pressures and available fire flows will be adequate for the projected growth. The northeast <br />areas can be annexed to the system's main pressure zone without the need of installing pressure regulating <br />infrastructure. Water service to the northwest areas will require pressure regulating stations to maintain the <br />water pressures between 40 and 80 pounds per square inch (psi). A combination of 12-inch and 16-inch <br />trunk watermain will be needed to serve the northwest areas. Water storage, supply, and treatment <br />infrastructure is also recommended for both study areas. The recommended infrastructure layouts for the <br />water distribution and sanitary sewer systems are shown in Figures A9, A13, A19, A21 and A22 in <br />Appendix A. <br />The total estimated infrastructure cost needed to serve the study areas over the next twenty years and <br />beyond is $28,478,000 for the sanitary sewer system and $75,612,000 for the water distribution system. <br />Detailed cost breakdowns are shown in Appendix B. A detailed phasing plan to extend public utilities to <br />the study areas cannot be prepared at this time as the construction schedule of individual developments is <br />unknown. However, a preliminary analysis was completed to identify which infrastructure would need to be <br />constructed prior to any developments to provide utility service. This analysis is shown in Section 6 of this <br />report. Overall, it appears that extending water and sewer services to the expansion areas could be feasible <br />as long as leapfrog development is avoided, the areas are not served simultaneously, and the cost is divided <br />over various funding avenues. Promoting leapfrog development will require a considerable amount of <br />infrastructure to be installed initially which could place the City and the ERMU at financial risk if subsequent <br />development is slower than anticipated. Additionally, it is recommended to extend water and sewer service <br />concurrently as this can reduce capital costs. <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 />