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PROJ00229
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PROJ00229
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Last modified
11/19/2009 11:43:12 AM
Creation date
10/5/2006 11:44:50 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153512
Contractor Name
Summit County
Water District
0
County
Summit
Bill Number
XB 99-999
Loan Projects - Doc Type
Contract Documents
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<br />~ <br /> <br />. <br />Small Reservoir Feasibility Srudy <br /> <br />. <br /> <br />S-8 <br /> <br />~ <br /> <br />~ <br /> <br />Table 5-6 <br />Annual Water Delivery Shortages to In.basin Users <br />(values in acre-feet) <br /> <br />"'f <br /> <br /> Scenario III Scenario IV <br />Water User Number Average Maximum Number Average <br />K~toneSno~aldngl 2 353 390 2 353 <br />Mesa Cortina2,3 31 46 94 31 46 <br />Dillon/Dillon Valley4 31 372 510 31 372 <br /> <br />Maximum <br /> <br />~ <br /> <br />390 <br />94 <br />510 <br /> <br />~ <br /> <br />Notes: 1. Green Mountain contents at or below minimum target. <br />2. Historic User Pool (HUP) releases at maximum annuallirnit. <br />3. Insufficient supply due to competition from Old Dillon system, <br />4. Demands combined, Uiskey Gulch assumed to be sole source of supply. <br /> <br />-. <br /> <br />. <br /> <br />Dillon and Dillon Valley would experience severe wintertime shonages under <br />ultimate demand conditions if they were forced to depend on Uiskey 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 Uiskey 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 />~ <br /> <br />Oil <br /> <br />Instream Flows <br /> <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />J <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 sno~aldng <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 srudy 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 instirutional 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 Pasrure 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 />
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