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<br /> <br />i <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br /> <br />, <br /> <br /> <br />Agenda Item 27 - Coordinated Facilities <br />May 19-20, 2003 Board Meeting <br />Page 9 of 12 <br /> <br />years when this release would not be required, Therefore, the Webster Hill Reservoir alternative would <br />produce yield with a greater reliability than is required. It makes sense as a next step to analyze the economy <br />of scale of building Webster Hill Reservoir to provide both the 10,825 acre-feet committed by the water users <br />and the 20,000 acre-feet that is the subject ofthis study. <br /> <br />Feasibility of Power Plant Operations and Scheduling Alternatives <br /> <br />Alternative Sa, East Slope Power Operations and Scheduling, was investigated as one component of Alternative <br />I d, CBT West Slope Facilities Operations. This alternative primarily consisted of: (1) delaying winter deliveries <br />through the Adams Tunnel, (2) using these delayed winter deliveries to replace the releaselbypass of the 20,000 <br />acre-feet from Granby Reservoir to the IS-Mile Reach and (3) replacing the delayed deliveries to east slope <br />reservoirs by diversions to storage in these reservoirs under the east slope priorities, <br /> <br />Alternative Sa was not modeled because: <br /> <br />. <br /> <br />This alternative cannot be fully investigated using StateMod and the Cl data set. StateMod and <br />the CI data set only cover the Colorado River basin in Colorado and do not presentlv extend to <br />east slope facilities and systems, Specifically, StateMod and the Cl data set cannot be used to <br />detennine the quantity of deliveries through the Adams Tunnel that could be replaced through <br />use ofNCWCD's east slope water rights, <br /> <br />The Bureau of Reclamation in its October 12, 2001 letter to the Colorado River Water <br />Conservation District concludes that it is not feasible for a number of reasons to delay winter <br />and early spring deliveries of west slope water to the east slope via the Adams Tunnel in order <br />to keep east slope reservoir storage relatively low. <br /> <br />. <br /> <br />Alternative I d was found to be an apparently feasible alternative for supplying the 20,000 acre-feet from <br />Granby Reservoir without the possible source of replacement water resulting from Alternative Sa. <br /> <br />Alternative Sb, Shoshone Power Plant, focused on general, not selective, removal of the Shoshone Power <br />Plant priority call. Analysis of this alternative indicated that general removal of this priority call would result <br />in an increase in stored water in those reservoirs, which could supply the 20,000 acre-feet to the IS-Mile <br />Reaeh,Reach: thereby reducing the risk of lower storage and/or lower reservoir yields accruing to those <br />reservoirs. Elimination of the Shoshone priority call decreased the value of Shoshone power production by an <br />average of approximately $116,000 per year. Therefore, it appears that Alternative Sb could be an efficient <br />and effective component of Alternative 6a, Insurance Pool, discussed below, Further sensitivity analysis of <br />this alternative was completed to determine the effects of removing the Shoshone priority call on November <br />through April Colorado River flows at the head of the IS-Mile Reach. Results of this analysis indicate that <br />the average monthly reduction in flows at the head of the IS-Mile Reach was approximately 6 cfs. <br /> <br />Feasibility of Other Alternatives <br /> <br />Alternative 6a, Insurance Pool, would establish an insurance pool to reduce the risk oflower storage and yields <br />to individual facilities providing all or a portion of the 20,000 acre-feet to the IS-Mile Reach. Two possibilities <br />for establishing an insurance pool were considered and investigated: <br /> <br />. <br /> <br />Increasing the number of facilities providing a portion of the 20,000 acre-feet to the IS-Mile <br />reach, thereby spreading the risk among a larger number of facilities. Allocating responsibility <br />for the 20,000 acre-feet release among several reservoirs is necessary because oflimited release <br />capacity in Green Mountain Reservoir, which prohibits Green Mountain Reservoir from <br /> <br />Flood Protection. Water Project Planning and Finance. Stream and Lake Protection <br />Water Supply Protection. Conservation Planning <br />