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<br />extensive flood damages would result. <br />Although such a spill would be an ex- <br />tremely rare occurrence, its possibility <br />must be eliminated. <br /> <br />To eliminate spillway flows from <br />Cherry Creek reservoir into the Sand Creek I <br />basin. the report recommends the modifica- <br />tion of the existing Cherry Creek Dam and <br />Reservoir, the construction of the author- <br />ized Castlewood Dam and Reservoir, and the ' <br />improvement of the Cherry Creek channel <br />downstream from the cherry Creek Dam. <br /> <br />A total storage of 246,210 acre-feet <br />is required in the Cherry Creek basin so <br />that major floods need not be discharged <br />into the Sand Creek basin. Cherry Creek <br />reservoir now provides 93,250 acre-feet <br />of storage. An additional 87.960 acre- <br />feet of storage can be obtained by raising <br />the crest of the Cherry Creek spillway. <br />The modification, which would cost about <br />$300,000 would be the only work undertaken <br />at the Cherry Creek project. All other <br />facilities would remain as at present. <br /> <br />The remaining storage required in <br />the Cherry Creek basin can be provided by <br />the authorized Castlewood Dam and Reser- <br />voir. The Castlewood Dam and Reservoir <br />and the Cherry Creek Dam and Reservoir <br />were authorized in 1941 and the acquisi- <br />tion was modified in the Flood Control <br />Act of 1944. They were authorized as a <br />system but only the Cherry Creek portion <br />of the system was constructed. The site <br />of the authorized Castlewood Dam and <br />Reservoir is about two miles south from <br />Franktown. The dam would be a rockfill I~ <br />structure about 260 feet high and 3,600 <br />feet long.. The reservoir would have 7,000 <br />acre-feet of sediment storage and 46.800 <br />acre-feet of flood control storage. It <br />would control a drainage area of 175 square <br />