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PROJ00533
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PROJ00533
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:56 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153367
Contractor Name
International Engineering Company
Water District
0
County
Rio Blanco
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />All senior absolute storage rights are either below the Coal Creek <br />on tributaries where their operation is reflected in existing <br />records. Therefore, they have been assumed to have negligible effects on <br />the YJWCD rights. <br /> <br />gage or <br />streamflow <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I' <br />I <br />I <br />I <br />I <br />I <br /> <br />below the Ye,llow Jacket Canal diversion point is approximately 1200 cfs. <br />The senior cbsolute storage rights in the basin constitute about 12, ~OO <br />acre-feet. <br /> <br />The senior water rights evaluation 'in this study was directed toward <br />quantifying the volume and timing of the flows which must be left in the <br />White River to ensure that downstream senlor water ri ghts wou 1 d h,ive <br />sufficient supplies. Close examination of the streamflow records, which <br />were assumed to reflect the effect of th.e diversions and return flows, <br />indicated that the White River below the Coal Creek gage is a "gaining <br />river" durin'l all but a few months of record. The exceptions occur dur'ing <br />the high runoff periOd of May and June when there are ample supplies in the <br />river, or during the winter months when only a small percentage of the <br />senior water rights are diverting. It was found, even when the flow VIas <br />reduced to zero at the Coal Creek gage location. (five miles upstream of <br />Meeker), that there would be sufficient supplies from return flows and <br />tributary inflows to meet all senior absolute water right demands downstream <br />from that point. However, such a reduction of flow is not contemplated. <br /> <br />The sum of the direct diversion rights between the confluence of the North <br />and South Forks and the Coal Creek gage is approximately 450 cfs. It is <br />those rights which could require the YJWCD to bypass flows during periods of <br />short supply. The quantification of the monthly volume represented by this <br />450 cfs will be discussed in a later chapter covering the operation studies. <br /> <br />Senior Conditional Water Rights <br />Of primary C01cern in this study are the 44 conditional water rights in the <br />basin with a priority higher than the YJWCD senior rights. Taken togethel", <br />these rights ,:ould divert 480 cfs and store 12,500 acre-feet of water. Many <br />of the rights are very small. The 14 largest rights represent 94 percent of <br /> <br />11-12 <br />
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