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WSP07009
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Entry Properties
Last modified
1/26/2010 2:25:20 PM
Creation date
10/12/2006 2:02:55 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8221.106.J
Description
Eagle-Piney
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
6/1/1974
Title
Eagle-Piney/Eagle-Colorado Water Study--Summary Report
Water Supply Pro - Doc Type
Report/Study
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<br />~ <br />c <br />.... <br />.... <br /> <br />':. <br /> <br />Proposed Stage II. Stage II would depend on the evaluations and conclusions reached <br />during Stage I. Stage II, as shown on Plate 8, would consist of design and construction of the Eagle- <br />Colorado Reservoir, the Eagle River pumping station, the Ute Creek pumping station, the intake <br />and discharge tunnels and appurtenant structures, and the tunnel between the Ute Creek surge <br />tank and Red Sandstone Creek. Stage II would incorporate all the Board's 1971 appropriations <br />on the Eagle River, producing approximately 70,000 ac-ft per year. <br /> <br />Proposed Stage III. Stage III could be modified by the evaluations made during Stages <br />I and II, but would consist of the continued planning. design and construction of the Colorado River <br />pumping station and discharge tunnel to the Eagle-Colorado Reservoir. The Board's 1971 <br />appropriations on the Colorado River would be integrated and approximately 35,000 ac-ft of <br />water per year would be collected. <br /> <br />Proposed Stage IV. Stage IV should incorporate the Department's remaining 1956 <br />appropriations on the tributaries to Piney River, on Resolution Creek, Homestake Creek, the Upper <br />Eagle River, and Turkey, Lime and Wearyman Creeks. These could be delivered by gravity, as by <br />the Eagle-Piney configuration, or by pumping. The selection of method should be made during <br />Stages II and III and would depend principally upon the costs of power and construction, and legal <br />and environmental factors as well as the potential impact of competing water rights. <br /> <br />Summary. In implementing the operation of the collection system, the water available <br />from each stage could vary depending on the operational policies adopted by the Board. The <br />following table summarizes the deliveries contemplated by the above staging: <br /> <br />II <br /> <br />Delivery Totals <br />(1,000 ac-ftfyr) (1 ,000 ac-ftfyr) <br />57 57 <br />71 128 <br />35 163 <br />20 183 <br /> <br />Stage <br /> <br />III <br /> <br />IV <br /> <br />References <br /> <br />The results of the overall Eagle-Piney fEagle-Colorado Water Study, as summarized in this <br />report, are reported upon in detail in five separate reports and six appendices, namely: <br /> <br />1. Technical Report <br /> <br />2. Eagle-Piney Operational Configuration Report <br /> <br />3. Eagle-Colorado Operational Configuration Report <br /> <br />4. Piney fEagle-Colorado Operational Configuration Report <br /> <br />5. Eagle-Piney/Eagle-Colorado Operational Configuration Report. <br /> <br />6. Appendices 1-6. <br /> <br />14 <br />
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