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<br />000771 <br /> <br />FEASIBILITY OF NEW TRIBUTARY STORAGE PROJECTS BELOW SHOSHONE <br /> <br />The alternatives for building new tributary storage (Alternatives 4f, 4g, 4k, 4n and 40) are all costly, <br />due primarily to the limited physical supplies of water available from the \tributaries and the need to <br />depend on pumping from the mainstem Colorado River to supply water to most of these proposed <br />reservoirs. However these new reservoir sites should be considered further. if the reliability and <br />frequency to provide the 20,000 acre-feet of water from existing reservoirs is not sufficient to meet the <br />Programs needs. This alternative should also be considered in coordination with other possible <br />reservoir storage projects that water users need to provide the 10,825 acre-feet oElate summer and fall <br />base flow releases for the Program. The economy of scale of building a new reservoir to provide both <br />the 10,825 acre-feet and the 20,000 acre-feet could make a new tributary reservoir more attractive. <br /> <br />FEASIBILITY OF NEW MAIN STEM STORAGE PROJECT <br /> <br />An additional engineering and economic feasibility investigation of the mains tern Webster Hill site was <br />completed in Technical Memorandum No. 4a (See Appendix E). The cost of reservoir storage at this <br />site for making the 20,000 acre-feet release to the 15-Mile Reach would be partially offset by the <br />generation of hydropower. Net capital costs per acre-foot of yield from the Webster Hill Reservoir <br />would range from $29 to $134/ acre- foot of yield per year depending on the assumed value of <br />hydropower produced at the site. Results from this additional investigation further indicate that this <br />site would likely be feasible if: (1) the necessary right-of-way can be obtained at reasonable cost and <br />(2) the U.S. Fish and Wildlife Service (Service) would approve construction of a reservoir at the <br />Webster Hill site, which would be located in the upper end of the currently designated critical habitat. <br /> <br />The Webster Hill Reservoir would produce a firm yield of 20,000 to 40,000 acre-feet per year. It is <br />important to emphasize that the 20,000 acre-feet release would be available from Webster Hill <br />Reservoir even in dry years when this release would not be required. Therefore, the Webster Hill <br />Reservoir alternative would produce yield with a greater reliability than is required. It makes sense as <br />a next step to analyze the economy of scale of building Webster Hill Reservoir to provide both the <br />10,825 acre-feet committed by the water users and the 20,000 acre-feet that is the subject of this <br />study. <br /> <br />FEASIBILITY OF POWER PLANT OPERATIONS AND SCHEDULING <br />ALTERNATIVES <br /> <br />Ii <br /> <br />Alternative 5a, East Slope Power Operations and Scheduling, was investigated as one component of <br />Alternative 1d, CBT West Slope Facilities Operations. This alternative primarily consisted of: <br />(1) delaying winter deliveries through the Adams Tunnel, (2) using these delayed winter deliveries to <br />replace the release/bypass of the 20,000 acre-feet from Granby Reservoir to the 15-Mile Reach and <br />(3), replacing the delayed deliveries to east slope reservoirs by diversions to storage in these reservoirs <br />under the east slope priorities. <br /> <br />Alternative 5a was not modeled because: <br /> <br />. <br /> <br />This alternative cannot be fully investigated using StateMod and the C1 Data Set. <br />StateMod and the C1 Data Set only cover the Colorado River basin in Colorado and <br /> <br />P: \Data \ GEN\CWCB\ 19665\Repon Phase 2\FinalRepon9.03\Final_ CFOPS_Repon(9-03).doc <br /> <br />6 <br />