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WSP03901
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Last modified
1/26/2010 12:52:45 PM
Creation date
10/12/2006 12:02:02 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8446
Description
Cache La Poudre Platte Project
State
CO
Basin
South Platte
Water Division
1
Date
11/1/1962
Author
BOR, DoI
Title
Reconnaissance Report, cache La Poudre Unit, Colorado Peak Division, Missouri
Water Supply Pro - Doc Type
Report/Study
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<br /> <br />, <br />/ <br /> <br /> <br />. <br /> <br />2000 the combined popuJ.ation of the two cities is expected to be <br />175,000 with a daily per capita use averaging 300 gallons. The <br />growth and use estimates are further explained in Part VI, "Municipal <br />and Industrial Water Supply." The year 2000 requirement determined <br />with the above estimates averages 58,800 acre-feet annually. When <br />compared with the estimated uJ.timate yield of the cities' existing <br />water rights of 42,800 acre-feet, a demand for an additional 16,000 <br />acre-feet per year is indicated. <br /> <br />The proposed plan for the Cache la Poudre Unit consider the <br />follMng aspects of municipal water supply: <br /> <br />1. Consolidating the storage rights of Greeley I s mountain <br />reservoirs thereby enabling a full use of the rights <br />without extensive rehabilitation and operating expense. <br />2. ReguJ.ation through exchange of city allotments from the <br />Colorado-Big Thompson Project. <br />3. I'roviding the additional water supply required for <br />fUture municipal use by releasing 16,000 acre-feet of <br />stored surplus per year from Grey Mountain Reservoir. <br /> <br />Table 5 sununarizes the municipal function of the Cache la Poudre Unit. <br /> <br />. <br /> <br />To serve the above municipal functions with a single-purpose <br />reservoir in the Cache la Poudre basin, a capacity of about 80,000 <br />acre-feet would be required. <br /> <br />Increased municipal diversions will undoubtedly result in <br />increased return flows to the Cache la Poudre River. Greeley <br />increased return flows (an estimated 6,000 acre-feet per year) wouJ.d <br />enter the river near its mouth and wouJ.d pass out of the basin largely <br />unused. The several canal diversions (including inlets to Fossil Creek <br />and Timnath Reservoir) located below Fort Collins provide physical <br />control for return flows from that city. The follMng computation <br />was used in estimating the increased return flow from Fort Collins: <br /> <br />Annual diversion for Fort Collins <br />Return flow (65% of annual diversion) <br />Use of direct flow rights <br />Net increased supply from return flows <br /> <br />7,000 <br />4,600 <br />7,000 <br /> <br />Future <br />(Year 2000) <br /> <br />33,600 11 <br />21,900 0/ <br />12,300 ~ <br /> <br />Increase <br />(Difference) <br /> <br />26,600 <br />17,300 <br />5,300 <br />12,000 <br /> <br />(Units: Acre-feet) <br /> <br />Present <br /> <br />Y Diversion total from the direct flow rights, CBT allotments, <br />Cache la Poudre Unit water (if a.vailable) or other sources. <br />gj Average uJ.timate yield of Fort Collins direct flOlf rights. <br /> <br />. <br /> <br />26 <br />
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