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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 />I""")': I~ <br />L,) l.' i <br /> <br />The Rocky Ford Delivery System is a closed conduit system that commences below <br />the Lake Meredith Outlet Measuring Device and runs for approximately 23,000 ft, <br />south to southwest to the Arkansas River just upstream of the Rocky Ford Canal <br />Diversion Dam. The route selection and design of the delivery system is technically <br />fairly straight forward with easement issues and environmental permits the primary <br />concerns at this time. The estimated capital cost for this facility is approximately <br />$9,498,000, <br /> <br />C. LAKE MEREDITH ENLARGEMENT <br /> <br />As discussed earlier, all reservoir expansion alternatives evaluated for this study are <br />considered to be technically feasible, However, the east of Highway 71 <br />embankment alignment provides significant advantages over other embankment <br />alignments. The preliminary cost estimates for the eastern alignment for additional <br />storage are in the range of $261 to $1,212, depending on the amount of additional <br />storage capacity created, the embankment type and the criteria used. for sizing the <br />outlet works and spillway, <br /> <br />At this level, the overall cost appears to be well below the average cost for new raw <br />water storage reservoir and should be given further consideration as an attractive <br />option for adding raw water storage in the Arkansas River basin, The 75,000 AF <br />additional storage capacity appears to provide the most economical storage capacity <br />considering critical factors such as evaporation, A summary of the estimated costs <br />for each of the Embankment Raised Alternatives is provided below in Table I-A and <br />Table I-B. Table I-A costs are based on the SEO criteria for design of the outlet <br />works and emergency spillway, Table I-B costs are based on the US Bureau of <br />Reclamation criteria for design of the outlet works and emergency spillway, <br /> <br />URS Greiner <br /> <br />Page 5 <br />