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<br />= <br /> <br />V-5 <br /> <br />the winter time or during low stream flow periods as a minimal standby-type <br /> <br /> <br />water supply. The cost estimates therefore, assume completion of two shallow <br /> <br />wells. <br /> <br />Surface Water. The recommended primary initial source is a direct diversion <br />from Willow Creek at the approximate location shown on the Drawing. A fil- <br />ter plant, having a nominal capaci.ty of 80,000 gpd (gallons per day) would <br />treat the raw water before distribution. The initial elevation would be ap- <br />proximately 8,80D feet elevation, which would provide head through the fil- <br />ter plant and gravity service to the entire Allenspark area. Preliminary <br />facilities design includes the following: <br />a. A diversion structure incorporating settling of coarse material. <br />b. Four inch raw water pipeline to the treatment plant. <br />c. A rapid sand type water filter plant with one 6-foot diameter <br />unit, chemical feeders, and a coagulation tank. The plant shall <br />be housed for al I-year use, and include a 10,000 gallon clear <br />well with backwash pump. The generally excellent raw water quality <br />should permit the omission of a separate clarification basin. <br /> <br />Because of probable lack of adequate water for growth in Willow Creek, and <br />to attain supply reliability, it is projected that future expansion would be <br />through the use of Rock Creek as a ~ource. The supply facilities at Rock <br />Creek would be similar, although the alternate of a slow sand filter should <br />be later evaluated. The Rock Creek diversion point would be approximately <br />500 feet westerly of the southeast corner of Section 35. It is anticipated <br />that several years of actual flow measurement on both Willow and Rock Creeks <br />will precede the final decision as to an additional water source--if needed <br />because of growth. <br /> <br />WATER DISTRIBUTION SYSTEM <br /> <br />The preliminary design locations of water lines and the water ,treatment plant <br />are shown on Drawing V-I. The plan' 3YOUt conforms to the design criteria but <br />differs from conventional municipal systems in that 1 ine looping has been min- <br />imized to provide better circulatior1 control and reduce costs. In order to <br />