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<br /> <br />Feasibility of New Tributary Storage Projects Below Shoshone <br /> <br />. <br /> <br /> <br />Agenda Item 27 - Coordinated Facilities <br />May 19-20, 2003 Board Meeting <br />Page 8 of 12 <br /> <br />supplying the 20,000 acre.feet release was shared among Green Mountain, Granby, Ruedi, Williams Fork and . <br />Wolford Mountain Reservoirs. Under this Modified :;'Coordinated Reservoir Augmentation Project,:.'. as <br />much of the 20,000 acre-feet was released from Green Mountain Reservoir as possible without releasing <br />flows through the turbine bypass and releasing the remainder of the 20,000 acre-feet from other reservoirs. <br />The study showed this alternative had the least impact on reservoir storage of all the alternatives investigated. <br /> <br />Feasibility of Efficiencies of Conveyance and Distribution Facilities Alternatives <br /> <br />Alternatives 3d, Re-analysis of Grand Valley Water Management Alternatives, and 3e, Analysis of GVrC <br />Water Management, were analyzed as components of Alternative la, Green Mountain Reservoir Operations. <br />This analysis focused on: (1) making the 20,000 acre-feet release to the IS-Mile Reach from Green Mountain <br />Reservoir and (2) the potential for replacing this 20,000 acre-feet in Green Mountain Reservoir by accruing <br />"savings" to the Historic Users Pool (HUP) through increased GVP and GVrC efficiency. <br /> <br />Analysis of this alternative indicated that diverting to storage under the Green Mountain refill priority was a <br />more efficient way to replace the 20,000 acre-feet supplied to the IS-Mile Reach than attempting to make this <br />replacement with reduced demand for releases from the Green Mountain HUP. Furthermore, based on the <br />analysis using StateMod and the Cl data set, there was limited reduced demand on the HUP as a result of <br />increased GVP efficiency. Therefore, it appears that this alternative would be a more efficient and effective <br />source of supply for making releases to the IS-Mile Reach during the late summer and early fall than for <br />releases during the spring peak flows, <br /> <br />The alternatives for building new tributary storage (Alternatives 4f, 4g, 4k, 4n and 40) are all costly, due <br />primarily to the limited physical supplies of water available from the tributaries and the need to depend on <br />pumping from the mainstem Colorado River to supply water to most of these proposed reservoirs. However, <br />since cost was the limiting factor, 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. Particularly considering that water users need to construct new reservoir capacity to provide <br />the 10,825 acre.feet oflate summer and fall base flow releases for the Program. The economy of scale of <br />building a new reservoir to provide both the 10,825 acre-feet and the 20,000 acre-feet could make a new <br />tributary reservoir much more attractive. . <br /> <br />Feasibility of New Mainstem Storage Project <br /> <br />An additional engineering and economic feasibility investigation of the mainstem Webster Hill site was <br />completed in Technical Memorandum No. 4a (See Appendix E). The cost of reservoir storage at this site for <br />making the 20,000 acre-feet release to the IS-Mile Reach would be partially offset by the generation of <br />hydropower. Net capital costs per acre-foot of yield from the Webster Hill Reservoir would range from $29 to <br />$134/acre- foot of yield per year depending on the assumed value of hydropower produced at the site. Results <br />from this additional investigation further indicate that this site would likely be feasible if: (1) the necessary <br />right-of-way can be obtained at reasonable cost and (2) the U.s. Fish and Wildlife Service (Service) would <br />approve construction of a reservoir at the Webster Hill site. which would be located in the upper end of the <br />currentlv 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 important . <br />to emphasize that the 20,000 acre-feet release would be available from Webster Hill Reservoir even in dry <br />Flood Protection. Water Project Planning and Fjnance . Stream and Lake Protection <br />Water Supply Protection. CoI\Servation Planrring <br />