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2009-05-22_PERMIT FILE - C1981044A (7)
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2009-05-22_PERMIT FILE - C1981044A (7)
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Last modified
8/24/2016 3:46:52 PM
Creation date
7/31/2009 1:17:40 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981044A
IBM Index Class Name
Permit File
Doc Date
5/22/2009
Section_Exhibit Name
2.04 Information on Environmental Resources
Media Type
D
Archive
Yes
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presented in Figure 33, Yampa River Average Annual Flow and On-Stream Water Rights. Curve No. 1 relates the <br />average annual flow of the Yampa River to watershed area. As discussed previously, the high elevations of [he <br />Yampa River drainages contribute [he largest proportion of the annual flow from the deeper snow pack. Curve No. 2 <br />represents the summation of potential diversion by absolute on-stream direct flow rights as reported by the Office of <br />the State Engineer (1978) to watershed azeas. The potential diversion to direct flow rights were converted from <br />decreed amounts in cubic feet per second (CFS) to acre-feet per year on the basis of an average 120-day irrigation <br />season. A comparison of curve 1 and curve 2 reveals that the present potential diversions from the Yampa River are <br />small compared to the annual historical stream flow. <br />Curve Number 3 represents the estimate of the water that will be diverted and consumed from the Yampa River under <br />existing conditional rights when they become absolute. Consumptive use as it relates to water availability at the mine <br />site was assumed to be 50 percent of the irrigation rights upstream of the mine, 5 percent of the upstream rights with <br />other uses, 2.5 percent of the upstream storage rights and 100 percent of all the rights downstream of the mine. Curve <br />Number 3 also includes the conditional rights of a large power project that is not on the main stem Yampa River but <br />could affect the operation of a 1980 right. Comparing curve No. 3 with curves No. 1 and No. 2 indicated the Yampa <br />River would be over-appropriated if all conditional rights became absolute. If and when this occurs, a 1980 water <br />right near Craig, Colorado could be called out frequently and would not produce a dependable supply. The exact <br />location within the Yampa River )3asin where the river becomes over-appropriated cannot be determined from this <br />graph because of three (3) assumptions used for its preparation. These assumptions were 1) all rights in each district <br />were considered together, 2) mostly on-stream Yampa rights were considered, and 3) no attempt was made [o order <br />[he rights by basin rank. <br />Current water rights for the Yampa and Williams Fork River are presented in Exhibit 11, Water Rights. The largest <br />conditional water rights on the downstream Yampa River belong to the Juniper Reservoir Project. In addition to [he <br />1,000 CFS conditionally decreed in 1954, two (2) enlargements for a total of 6,000 CFS were filed in November and <br />December of 1979 (cases 79CS195 and 79CW205). If these rights are approved, the Yampa River will be further <br />over-appropriated. The conditional rights upstream of EC on the Yampa River are listed on Table 2, of Exhibit 11, <br />Water Rights, and the conditional rights on the Williams Fork River mainstream are listed on Table 3, of Exhibit 11, <br />Water Rights. The largest conditional rights on the upstream Yampa River are related [o the Oak Creek Power <br />Project, which will draw water from Oak, Green, Service, Morrison, Middle, and Trout Creeks, as well as the main <br />stem of the Yampa River. The consumptive use of these large conditional rights not on the main stem of the Yampa <br />River are included in the analysis of the conditional rights in Curve 3 of Figure 33, Yampa River Average Annual <br />Flow and On-Stream Water Rights. There are currently no conditional rights in the main stem of the Williams Fork <br />River. <br />During mining, [he mine discharge water will increase the flow of The Williams Fork River. After mining, when the <br />pumps are shut off, the worst-case estimate of stream depletion is 182 gpm (0.41 cfs). This calculation is shown on <br />Table 77, Calculated Inflow To Mine From Rivers. As can be seen from Exhibit 11, Water Rights, EC has more than <br />sufficient water rights to augment this depletion. <br />Surface Water Ouality <br />EC has instituted an ongoing surface water-monitoring program to characterize water quality in the Yampa and <br />Williams Fork Rivers. EC has sampled the Yampa and Williams Fork Rivers at four (4) different locations since <br />1981. Data from the sampling program include analyses of major ions, minor ions, and trace elements on a quarterly <br />basis and pH, specific conductance, and temperature on a monthly basis. Sampling of the Yampa River stations was <br />discontinued in 1985. The YAW wells and proposed YAW wells, along with surface sites Y-1 Y-2, and Y-3 will be <br />monitoring in conjunction with the development of the North Mains. It is anticipated these sites will be monitored <br />sometime in the future, depending on North Mains development. The No. 5 and No. 6 Mines will have no direct <br />affect on the Yampa River. <br />Sampling sites have been located upstream and downstream of the mine site on both the Yampa and Williams Fork <br />Permit Revision 04-34 2.04-22 Revised 7/2/04 <br />
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