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Last modified
7/14/2009 5:02:37 PM
Creation date
5/20/2009 3:28:16 PM
Metadata
Fields
Template:
UCREFRP
UCREFRP Catalog Number
9609
Author
U.S. Bureau of Reclamation.
Title
Ruedi Reservoir 2012 Agreement Final Environmental Assessment Fryingpan-Arkansas Project.
USFW Year
2002.
USFW - Doc Type
Loveland, CO.
Copyright Material
NO
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Ruedi 2012 Agreement Final EA Page 3-2 1 <br />Table 3.1. Ruedi Reservoir Pool Volumes. <br />POOL DESCRIPTIONS VOLUME TOTALS <br />(AF) (AF) <br />Replacement Capacity* up to 28,000 28,000 <br />Regulatory Capacity <br />A. Marketable Yield <br />Round I Contracts 7,850 <br />Round H Contracts <br />Currently Available (4,584 of Contracted) 6,135 <br />Available w/Long-Term Agreement 10,865 <br />Subtotal 17,000 <br />Uncommitted <br />Fish (Temporary Agreement) 10,825 <br />Remaining Uncommitted 10,825 <br />Subtotal 21,650 <br />Total 46,500 <br />B. Removed from Marketable Yield During <br />Round II NEPA 21,778 21,778 <br />C. Removed from Marketable Yield to Benefit 5,000 5,000 <br />Endangered Fish** <br />D. Inactive Storage 1,032 1,032 <br />E. Dead Storage 63 63 <br />Total Stara a Ca ac' 102,373 <br />* The Operating Principles state the replacement capacity is that needed to replace out-of-priority <br />diversions to the Arkansas Basin by the Project. For the purpose of analyzing Marketable Yield, the <br />replacement pool was assumed to be 28,000 af. In 2002, the driest year on record, 535 of was used for <br />replacement purposes. . <br />** An additional 5,000 of of water is available from Ruedi Reservoir to benefit endangered fish in 4 years <br />out of 5 through reregulation of the reservoir. <br /> <br />1 <br /> <br />1 <br />1 <br />F ---J <br /> <br /> <br /> <br />1 <br /> <br /> <br />1 <br />The Fryingpan River below Ruedi dam is a cobble- and boulder-bed channel typical of high <br />mountain streams in the Rocky Mountains. Geologic features within the Fryingpan Valley, <br />especially the steep walls of the canyon and erosion resistant sandstone, control the general form <br />of the Fryingpan River and essentially restrict lateral and vertical movement of the channel <br />(BRW, Inc 1999 & USDI, 1989). Because of these factors and the large size of the bed and bank <br />materials that form the Fryingpan River, the channel is considered relatively stable (BRW, Inc <br />1999 & USDI, 1989). Through most of its length, from Ruedi Dam to the town of Basalt, the <br />channel is adequate to contain approximately 1,000 cfs (USDI 1989). <br /> <br />1
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