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WSPC02084
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Last modified
1/26/2010 11:16:35 AM
Creation date
10/9/2006 3:09:49 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8541
Description
San Luis Valley Project
State
CO
Basin
Rio Grande
Water Division
3
Date
2/20/1980
Author
Bill McDonald
Title
San Luis Valley Project Closed Basin Division - 1980-1981 - Status of Federal Water Projects
Water Supply Pro - Doc Type
Report/Study
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<br />r <br /> <br />" <br />.'Uti U s3'S <br />... <br /> <br />. <br /> <br />. <br /> <br />would have to be initiated and a biological opinion <br />sought from FWS. It is almost certain that FWS would <br /> <br />render a negative biological opinion at this time, <br /> <br />pending the late 1982 completion of habitat studies which <br /> <br />they now have under way. Such an opinion would, in effect, <br /> <br />stop the project. <br />(2) The Regional Landowners group, which has consistently <br /> <br />opposed the Narrows site and favored the Hardin site, <br /> <br />might ref~le its lawsuit against WPRS, the original suit <br /> <br /> <br />having been withdrawn while it was still in its preliminary <br /> <br /> <br />stages after the Narrows project fell victim to the "hit <br /> <br />list." <br /> <br />(3) While the various experts who examined the dam safety <br /> <br />and reservoir seepage issues raised by the Carter <br />Administration have uniformly come to the conclusion <br /> <br />that a safe dam can be constructed at the Narrows site, <br /> <br />their judgment is based upon dam designs which <br /> <br />are different from and more expensive than those WPRS <br /> <br />has premised its planning upon. Thus, additional design <br /> <br />work and cost estimates will be needed, which may adversely <br /> <br />affect the B/C ratio. <br /> <br />(4) Due to the lapse of time, coupled with the dam <br />design issue discussed above, WPRS wouid probably have <br /> <br />to recalculate the project's B/C ratio before proceeding <br /> <br /> <br />with construction. Due to cost escalation for construction, <br /> <br />and potential increases in costs for a redesigned darn, <br /> <br />it is entirely conceivable that the B/C ratio has fallen <br /> <br />below 1.0. When last calculated, based on January, 1977, <br /> <br />price levels, the B/C ratio was 2 if one used the authorized <br /> <br />-6- <br />
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