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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />JCHA <br /> <br />Rueter-Hess Reservoir Project De:icription <br /> <br />March 1999 <br /> <br />at an approximate stream elevation of 5,900 feet MSL, and would have to be lifted over a high <br />point at elevation 6,250 ft MSL prior to being released into a tributary which flows into <br />Rueter-Hess Reservoir (Figure 4). <br /> <br />Once water stored in Rueter-Hess Reservoir is desired to be used, it would be deeanted from <br />the structure and routed to a water treatment plant located adjacent to the dam (Figure 4). This <br />water treatment plant would process the water to potable standards, and the water would then <br />be pumped into the District's distribution system. <br /> <br />Alternatively, Rueter-Hess Reservoir can be used to provide supplemental stream flow, <br />whereby raw water can be released (to Newlin Gulch), or pumped back to Cherry Creek and <br />allowed to flow downstream for subsequent use by downstream water users. <br /> <br />OPERATIONAL PLAN <br /> <br />There are several potential sources of water that can be stored in Rueter-Hess Reservoir. <br />These include both in-basin sources and potential imported water from other basins. In-basin <br />sources include: <br /> <br />(1) <br /> <br />Diversion of the District's existing tributary Cherry Creek water rights through <br />alluvial wells; <br /> <br />(2) <br /> <br />Year-round pumping of Denver Basin aquifer water rights; <br /> <br />(3) <br /> <br />Diversion of in-priority Cherry Creek surface flows; <br /> <br />(4) <br /> <br />Diversion of in-priority Newlin Gulch surface flows; <br /> <br />(5) <br /> <br />Re-usable effluent from the District's A WT plant; and <br /> <br />(6) <br /> <br />Irrigation return flows. <br /> <br />5611 L rpt <br /> <br />-12- <br /> <br />/' <br />