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Last modified
1/26/2010 12:29:57 PM
Creation date
10/11/2006 10:16:32 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Gunnison River General
State
CO
Basin
Gunnison
Water Division
4
Date
6/18/1953
Author
Secretary of Interio
Title
Gunnison River Storage-Memos-Policy and Review Committee - Fryingpan-Arkansas Project - Letter From the Acting Secretary of the Interior
Water Supply Pro - Doc Type
Report/Study
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<br />;)u24M <br /> <br />FRYINGPAN-ARKANSAS PROJECT <br /> <br />27 <br /> <br />major regulatory reservoirs in the upper Colorado River Basin. The <br />. need for the s~orage project stems from the compacts pertaining to <br />Colorado River waters, The Colorado River compact apportions the <br />use of 7.5 million acre-feet of water annually to the upper Colorado <br />River Basin, It also provides that the States of the upper division <br />(Colorado, New Mexico, Utah, and Wyoming) will not cause the flow <br />of the river at Lee Ferry, Ariz" to be depleted below an aggregate of <br />75 million acre-feet for any period of 10 consecutive years. This <br />compact was signed November 24, 1922, and made effective pursuant <br />to the terms of the Boulder Canyon Act. The upper Colorado River <br />compact in turn apportions the use of Colorado River water to the <br />4 States and Arizona, and provides for the sharing of joint water <br />obligations of the 4 States, The upper Colorado River compact was <br />signed October 11, 1948, subsequentJ.v ratified by the Upper Basin <br />States and approved by the Congress, Full consummation of the <br />apportioned uses of Colorado River water in the Upper Basin States, <br />consistent with the rights and obligations of the compacts and the <br />Mexican Treaty of 1945, would require construction of major regula- <br />tory reservoirs in the upper basin, <br /> <br />WESTERN-SLOPE FEATURES <br /> <br />41. A system consisting of about 50 miles of canals and tunnels <br />would enable the collection of water from Hunter Creek and the <br />Fryingpan River-both tributaries of the Roaring Fork River, ,The <br />water so collected would be diverted to the eastern slope through <br />the potential Fryingpan-Arkapsas tunnel, about 6 miles in length. <br />Since 1935, the Twin Lakes Reservoir & Canal Co, has diverted <br />western-slope water from the' Roaring Fork drainage to its reservoir <br />on the eastern slope, The company has a legal right to divert more <br />water than it has diverted to date; but such increased diversions <br />would be detrimental to fishery values in the Roaring Fork River <br />and its, tributaries above Aspen. In order to preserve those fishery <br />values the project plan includes an extension of the collection system <br />;Jtt--', to the South Fork of Hunter Creek and enlargement of other project <br />facilities to permit an exchange of water with the Twin Lakes Co, <br />This plan hinges upon the execution of agreements whereby the <br />company would refrain from certain diversions through its own <br />system whenever the natural flow of the Roaring Fork River falls <br />below a specified minimum in exchange for an equivalent supply <br />delivered on the eastern slope through project facilities. The cost <br />of these specific facilities and enlargements is estimated at $2,179,000 <br />and is considered economically justifiable by the Fish and Wildlife <br />Service on the basis of resulting benefits. <br />42. The Aspen Reservoir would be constructed near the town of <br />Aspen to provide replacement water and also to provide water for <br />. future use in meeting demands in western Colorado. The reservoir, <br />which would inundate about 6,50 acres and have an active capacity <br />of 28,000 acre-feet, would be created by an earth-fill dam about 90 <br />feet in height. A short supply canal would divert water from Hunter <br />Creek to the reservoir. . <br />43. The Aspen Dam site is at an altitude of 8,017 feet, The <br />collection system for the transmountain diversion would be entirely <br />above 10,000 feet altitude. The chief construction problems will be <br />the short working season and transportation of materials, <br /> <br />
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