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WSP04606
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Last modified
1/26/2010 12:56:17 PM
Creation date
10/12/2006 12:27:29 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141.400
Description
Fryingpan-Arkansas Project - Reports
State
CO
Basin
Arkansas
Water Division
5
Date
1/1/1960
Author
US DoI BoR
Title
Reevaluation Statement Fryingpan-Arkansas Project Colorado
Water Supply Pro - Doc Type
Report/Study
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<br />. '.'1' '^} <br />k" t <br /> <br />Associated funct~,~ <br /> <br />Pueblo Reservoir includes 93,000 acre-feet of flood control <br />storage which would significantly reduce potential flood damages <br />along the Arkansas River between the Pueblo and John Martin Reservoirs. <br />Historical records show that from Canon City eastward damaging floods <br />along the Arkansas River are fairly frequent and of sizable volume <br />and mgnitude. The largest flood of record, caused by intense rains <br />in the vicinity of Pueblo, occurred in June 1921. This flood reached <br />a peak disCharge of about 103,000 second..feet at Pueblo. Downstream <br />tributaries contributed to the flow until the peak reached about <br />200,000 second-feet at La Junta. <br /> <br />The John Martin Reservoir provides flood protection to <br />downstream areas. The reach of the river above that reservoir has <br />no protective works other than the floodway channel through the city <br />of Pueblo. The Corps of Engineers conducted the flood control studies <br />during the original project investigations. The Corps has reevaluated <br />the flood control benefits attributable to the project at $708,000 <br />annually. <br /> <br />Detailed evaluations for fish and wildlife and recreation <br />have not been made in the eastern slope areas of the Fryingpan- <br />Arkansas Project. During the original project stUdies, however, the <br />Fish and Wildlife Service and the Colorado Department of Game and <br />Fish collaborated in studies on the western slope water collection <br />area. They concluded that costs of the Hunter Creek Extension <br />Diversion Dam and Canal and some incremental capacities in the South <br />Side Collection System and the Fryingpan-Arkansas Divide Tunnel were <br />justified for inclusion in the plan. Those increments would prevent <br />future fishery losses that would occur on the upper reaches of the <br />Roaring Fork River when the Twin Lakes Reservoir and Canal Company <br />diverted water up to its full right. The extensions and increased <br />capacity of these features would permit up to 3,000 acre.feet of <br />surplus flows in May and June to be diverted via project facilities <br />for storage in east slope reservoirs. The 3,000 acre-feet would be <br />released to the Twin Lakes Company in the late summer months in lieu <br />of diversions through the Twin Lakes Tunnel, thus preserving adequate <br />flows for fish in the Roaring Fork River. <br /> <br />The original evaluation of sediment control benefits of <br />$141,000 ann!l8.11y from the Pueblo Reservoir has been retained for <br />this analysis. These benefits consist of prolongation of the useful <br />life of the John Martin Reservoir and anticipated reduction of annual <br />operation and maintenance expenses at existing diversion works and <br />canals between the two reservoirs. <br /> <br />18 <br /> <br />
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