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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Small Reservoir Feasibility Study <br /> <br />S-8 <br /> <br />Table S-6 <br />Annual Water Delivery Shortages to In-basin Users <br />(values in acre-feet) <br /> <br /> Scenario III Scenario IV <br />Water User Number Average Maximum Number Average Maximum <br />Keystone Snowmaking1 2 353 390 2 353 390 <br />Mesa Cortina2,3 31 46 94 31 46 94 <br />Dillon/Dillon Valley4 31 372 510 31 372 510 <br /> <br />Notes: 1. Green Mountain contents at or below minimum target. <br />2, Historic User Pool (HUP) releases at maximum annual limit, <br />3. Insufficient supply due to competition from Old Dillon system, <br />4. Demands combined, Laskey Gulch assumed to be sole source of supply, <br /> <br />Dillon and Dillon Valley would experience severe wintertime shortages under <br />ultimate demand conditions if they were forced to depend on Laskey Gulch alone as an <br />emergency water source, Conservation measures would have to reduce average monthly <br />demand more than 50% to rely solely on Laskey Gulch. However, allocations of Summit <br />County subordination water and Dillon storage water to the two municipalities under the <br />Summit County Agreement would be adequate to make up the difference if the emergency <br />lasted no more than a month, <br /> <br />Instream Flows <br /> <br />The same critical reaches were reviewed for Scenarios III and IV as were reviewed in <br />the baseline scenarios. Snake River minimum flows are unaffected by Peru Creek releases in <br />Scenario III since the target flow is already met in Scenario II by curtailing snowmaking <br />diversions, In Scenario IV, Snake River minimum flows are raised to decreed 6 cfs level. <br /> <br />Flows below Dillon are unaffected by Peru Creek operations, since those releases are <br />stored in Dillon. However, a separate computation was performed to determine the quantity <br />of water needed to eliminate periodic below-Dillon flow deficiencies (flows less than 50 cfs). <br />This augmentation would be required in 5 years of the 31-year study period; the average <br />water requirement for this purpose would be 370 AF and the maximum requirement would <br />be 852 AF, <br /> <br />Under suitable institutional arrangements, releases for this purpose could be made <br />from a number of sources including: 1) unused portions of Dillon storage water (Summit <br />County Agreement), 2) unused portions of Summit County subordination water, 3) Peru <br />Creek Reservoir, 4) Goose Pasture Tarn, 5) Clinton Gulch Reservoir, and 6) a rehabilitated <br />Old Dillon system, Because the Summit County Agreement does not appear to subordinate <br />to instream flow maintenance, options 1 and 2 may require additional agreements with <br />Denver, <br />