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<br />OO1l728 <br /> <br />This group would have sufficient operating and management resources to determine when and how <br />much water should be released or otherwise made available from specific facilities. <br /> <br />2.3.5 Future Depletions <br /> <br />The Phase 1 report directed that: (1) sensitivity analysis will be used in a similar fashion with respect to <br />the 120,000 acre-feet per year of future depletions, and (2) at the conclusion of investigating each of <br />the alternatives in Phase 2, the alternative will be subjected to necessary and appropriate sensitivity <br />analysis to determine if feasibility of the alternative is affected by including the 120,000 acre-feet per <br />year of future depletions in the baseline hydrology. <br /> <br />The procedures followed in Phase 2 and the assumptions used for the sensitivity analysis include: <br /> <br />1. Increased average annual diversions from Dillon Reservoir via the Roberts Tunnel of <br />approximately 50,000 acre-feet per year based on a monthly demand schedule for the <br />study period provided byDenver Water (October 2, 2001 personal communication <br />from Steve Schmitzer to Bruce Rindahl). <br /> <br />2. An average of 12,000 acre-feet per year of additional depletions at the Adams Tunnel <br />node during April, May, June and July. <br /> <br />3. An average of approximately 1,000 acre-feet per year taken at Denver Water's existing <br />points of diversion under Denver's Water existing priorities in the Fraser River system <br />and conveyed via the Moffat Tunnel. <br /> <br />4. An average of 20,000 acre-feet per year of additional depletions to the Eagle River <br />from April IS-July 15 at the Homestake Reservoir node. <br /> <br />5. 14,000 acre-feet per year of additional depletions at a node on the Colorado River <br />immediately downstream from the confluence with the Roaring Fork. This water <br />would be diverted under a 1960 priority. <br /> <br />6. 14,000 acre-feet per year of additional depletions at the node at the head of the IS-Mile <br />Reach. This water would be diverted under a 1960 priority. <br /> <br />The sum of the above listed average annual additional depletions is approximately 110,000 acre-feet <br />per year. Note that the estimated future depletions from each entity were in total 1 0,000 acre-feet less <br />than the original estimate of 120,000 acre-feet. <br /> <br />. <br /> <br />2.3.6 Flow Targets <br /> <br />As indicated in: (1) a memo from the Service (Maddux, February 2,1999), (2) the RIPRAP action plan <br />(April 1, 1999) and (3) the Final PBO (U.S. Fish and Wildlife Service, December 20,1999, pg. 11), the <br />Service is first and foremost interested in augmenting the peak of the spring runoff hydrograph with <br />an additional 20,000 acre-feet of water on an average annual basis. The Service's priority is to increase <br />spring peak flows when the hydrograph peak is expected to be in the range of 12,900 to 26,600 cfs at <br /> <br />P:\Data \GEN\CWCB\19665\Repon Phase 2\FinalRepon12,02\Final_ Draft_ Repon(l-03) ,doc <br /> <br />21 <br />