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Program(s): Sub-Program(s): Funding Source(s): Percent <br />Utilities Water Water Utility Fund 100% <br />100% <br />Equipment or <br />Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 <br />Six -Year <br />Project Costs <br />2021 2022 2023 2024 2025 2026 <br />Total <br />Land Acquisition <br />- <br />- <br />Design & Engineering <br />- - - - - - <br />- <br />Other Prof Services <br />- <br />- <br />Construction <br />600,000 - - - - - <br />600,000 <br />Other Equip/Project Costs <br />- <br />- <br />Capital Equipment Purch <br />- - - - - - <br />- <br />Contingency <br />- <br />- <br />600,000 - - - <br />600,000 <br />Total Costs (Gross) <br />Grants or Other <br />Off -Setting Revenue <br />- - - - - - <br />- <br />Impact to Annual <br />Maint/Operating Costs - <br />0 <br />Description & Proposed Funding: <br />Equipment/Project Description: <br />This project allows for the evaluation and design of a solution(s) for the <br />sediment loading that is experienced from Marshall Lake. Possible <br />l solutions that will be evaluated are: sediment basins, dredging and/or <br />JE <br />• modifications to the outlet works. This improves the ability to treat water <br />as it makes the raw water properties more consistent. <br />Project revenue or grants that will support the project and the <br />impacts to the operating budget: <br />No grants have been identified at this time. Annual maintenance is not <br />expected to change. <br />A." <br />�'„ pit► d . - Reference to Plan being implemented (i.e., Master Plan): <br />Justification and Alignment with Program/Sub-Program Goals & Key Performance Indicators: <br />Project assesses the best collection techniques, location and position of improvements to enhance and treat raw water from Marshall <br />Lake. A recent diver inspection of the Marshall Lake Outlet revealed that current sediment levels have reached the same level of the <br />Outlet Structure. Sediment levels in this area are estimated at approximately 5 feet above the reservoir bottom. This project will address <br />the immediate need of dredging this material and development of possible long term maintenance solutions to prevent future build up. <br />The reduction in sediment loading in the raw water will improve the entire treatment process by requiring less chemical consumption, <br />fewer backwashes of the filters and lowering the amount of solids sent to the drying beds and discharged to the WWTP. All of these <br />items result in better efficiency and cost savings. Additionally, long term water supply strategies contemplate delivering this water to <br />Harper and Louisville Reservoirs. This project will look to prevent transporting this problem to these downstream reservoirs. <br />Department Priority Ranking: High Request Number: (F nce Use) <br />