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<br />r :~ C. .'" <br />-.:Tt.J- <br /> <br />The city owns 27,099 shares in the Twin Lakes Reservoir and Canal <br />Company which diverts water from the Roaring Fork River drainage <br />on the western slope through the company's transmountain diversion <br />tunnel into Lake Creek. The water flows down Lake Creek into Twin <br />Lakes Reservoir. where it can either be stored for future use or <br />released into the Arkansas River for immediate use. Presently, <br />the water is being sold to irrigation entities in the Arkansas <br />Valley. This water source produces an average of about 27,000 <br />acre-feet annually. <br /> <br />. <br /> <br />A summary of the water resources development program of the Colorado <br />Springs Public Utilities Department is presented in Table II-I. <br />The Fryingpan-Arkansas Project water allocation is included in the <br />projected water supply with expected water needs from 1975 through <br />2009. <br /> <br />Colorado Springs plans to convey about 3,375 acre-feet of water <br />through the conduit during the first year of operation in 1982. <br />This will increase to the estimated maximum amount of 14,353 acre- <br />feet with the remaining 5,747 acrefeet going to the other entities. <br /> <br />2. Fountain Valley Purification Plant <br /> <br />A water purification plant is proposed to be built along the conduit <br />alinement by the Fountain Valley Conduit beneficiaries. Construction <br />is anticipated to commence in the fall of 1979 and completion is sche- <br />duled for the spring of 1982. It will process the raw water delivered <br />by the conduit. The treatment plant is not a part of the Fryingpan- <br />Arkansas Project and will not be funded by the project. <br /> <br />. <br /> <br />The Fountain Valley Water Purification Plant will be located on the <br />Hanna Ranch property south of Fountain, Colorado. (See Figure 11-6 <br />and 11-7.) The plant facility will occupy a 40-acre tract but the <br />individual facilities will only cover 8 acres. Facilities include <br />a 180- x 280-foot flocculation-sedimentation basin, a 60-foot <br />diameter washwater tank, 100- x 180-foot Felte Bed building, a 100- <br />foot diameter washwater recovery basin, a lBO- x 660-foot sludge <br />bed, lBO-foot diameter water reservoir, roads and parking areas, and <br />provision for future granular activated carbon filtration towers. <br />The "Finish Water Reservoir" shown in Figure II-7 will also serve as <br />a forebay tank for the conduit. <br /> <br />1I-13 <br /> <br />. <br />