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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 />The primary purpose of the proposed reservoir will be to augment flows in the South Platte River <br />at times when the flow decreases below the compact entitlement and out-of-priority replacements <br />are required of GASP. Table 1 and Table 2 are a summary of the operating scenarios for the <br />3,900 acre-foot and 5,400 acre-foot reservoirs. The modeling calculated the out-of-priority <br />depletions at the state line due to GASP member's diversions. The modeling demonstrated that <br />the 3,900 acre-foot reservoir would meet all required replacements with the exception of one <br />year, with the 5,400 acre-foot reservoir meeting all the replacement demands. In the majority of <br />the years, both the 3,900 acre-foot and 5,400 acre-foot reservoirs are capable of meeting all <br />required replacements with storage volume available for other uses. <br /> <br />H. Floodplain Issues <br />The proposed reservoir location is approximately ~ mile north of the South Platte River. Further <br />evaluation will be necessary to determine the exact location of Floodplain. It is anticipated based <br />on the location of State Highway 138 and the Union Pacific railroad grade, that the South Platte <br />floodplain will not affect this site. <br /> <br />The design of a reservoir at this location will require consideration of local drainage concerns to <br />protect surrounding property owners. The proposed ring dike will require routing of local <br />drainage around the reservoir. The rehabilitation of the Sedgwick Sand Draw project flood <br />channel is one of the aspects of considering the local drainage issues. <br /> <br />13 <br />