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WSP07057
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Last modified
1/26/2010 2:25:32 PM
Creation date
10/12/2006 2:04:13 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141.600.20
Description
Fryingpan-Arkansas Project - Studies - Environmental Studies
State
CO
Basin
Arkansas
Water Division
5
Date
4/16/1975
Author
US DoI BoR
Title
Final Environmental Impact Statement Volume 1 of 2, Pages IX-34 to Appendix
Water Supply Pro - Doc Type
EIS
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<br />tsGGi <br /> <br />trees and native and adapted grasses within a relatively short <br />period of time. Topsoil would be placed on the tunnel muck <br />disposal areas to facilitate revegetation, The estimated <br />cost of this method of construction is about 200 percent of <br />the estimated cost of the cut and cover buried conduit method <br />of construction. <br /> <br />. <br /> <br />A recent letter from the Forest Service (January 2, 1975) has <br />suggested a complete tunnel alternative. This proposal will be <br />evaluated. <br /> <br />F, Deleted and Deferred Features <br /> <br />The Fryingpan-Arkansas Project has been subjected to continuous <br />economic, engineering, and environmental reevaluation since <br />authorization. These reevaluations have ,resulted in numerous <br />changes to the authorized plan. Several authorized features have <br />been deferred and others have been deleted from the project plan, <br /> <br />1. Deferred Last Chance and Lime Creek Diversions <br /> <br />The Last Chance and Lime Creek Diversion systems which were <br />deferred indefinitely included a tunnel from Carter Creek to Last <br />Chance Creek, open intercept canals constructed on a contour to <br />deliver intercepted water to the tunnel portals and an open inter- <br />cept canal from Last Chance Creek to Lime Creek. <br /> <br />. <br /> <br />a. Associated Impacts <br /> <br />The construction of these features would have required the <br />C":;'ri5'ti"'ilCtic.ll of S!2v!2i..~l IUU,L"t:: wll~::i of access roads. The <br />construction of these access roads and the intercept canals <br />across the steep rocky cross slopes would have required exten- <br />sive clearing and left large scars on the landscape which <br />would be very difficult to rehabilitate, <br /> <br />Updated hydrologic data indicate that allowable diver- <br />sions can be obtained without these features. However, the <br />Southeastern Colorado Water Conservancy District has retained <br />the conditional1decreed water rights from these two sources <br />should it become necessary to construct these facilities to <br />obtain the allowable transmountain water diversions set forth <br />in the Operating Principles, Fryingpan-Arkansas Project <br />adopted by the State of Colorado, April 30, 1959, as amended <br />December 30, 1959. and December 9, 1960 (Appendix C). The <br />remainder of the North Side Collection System has been designed <br /> <br />IX-39 <br /> <br />. <br />
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