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WSP08712
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Last modified
1/26/2010 2:49:21 PM
Creation date
10/12/2006 3:10:36 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.700
Description
Miscellaneous Small Projects and Project Studies - Homestake Project
State
CO
Basin
Arkansas
Water Division
2
Date
4/25/1974
Author
Black and Veatch
Title
Environmental Impact Report - Homestake Water Collection System Extension for Aurora and Colorado Springs with related documents Volume I
Water Supply Pro - Doc Type
EIS
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<br />voir to Lake Fork Creek just upstream from Turquoise Reservoir. <br />(2) Lake Fork Creek from Turquoise Reservoir to the Arkansas <br />River, (3) the Arkansas River to a diversion point just upstream <br />of the mouth of Clear Creek, (4) a diversion dam across the <br />Arkansas River with intake facilities to divert the water into a <br />66 inch gravity pipeline which roughly parallels the Arkansas <br />River for some 6.1 miles and connects, (5) to the Otero Pump- <br />ing Station where the pumps lift the water over Trout Creek <br />Pass, and (6) a 66 inch delivery conduit extending from Otero <br />Pumping Station some 44 miles in an easterly direction over <br />Trout Creek Pass and terminating some three miles south of the <br />City of Denver's ElevenmiJe Canyon Reservoir. Aurora's share of <br />the water is discharged through a 28 inch pipeline into Eleven- <br />mile Canyon Reservoir from which it is conveyed by the South <br />Platte River to near Sheep Mountain. At this point the water is <br />diverted from the river and transported through pipelines and <br />tunnels to the 1.750 acre-feet Rampart Reservoir. The water is con- <br />veyed from Rampart Reservoir to the City's treatment facilities <br />through a 42 inch and 40 inch pipeline 22 miles long_ Rampart <br />Reservoir will be augmented in 1974 by the 2,750 acre-feet <br />Quincy Reservoir. The Colorado Springs water is transported by <br />a 26 mile long 48 inch pipeline into the City's 40,000 acre-feet <br />Rampart Reservoir, thence by pipeline to the City's Northfield <br />and Pine Valley water treatment plants. <br /> <br />4. Completed Downstream Storage <br /> <br />Downstream storage for the City of Aurora's share of Homestake <br />water is presently provided in the E levenmi Ie Canyon and Chees- <br />man Reservoirs under an agreement with the Denver Water Board <br />(DWB). Eventually the water could be stored in Wildcat Reser- <br />voir which is planned for construction on the South Platte River <br />upstream from Cheesman Reservoir. As an alternative plan, <br />Aurora is presently considering a storage site near Spinney Moun- <br />tain as shown on Exhibit 1. <br /> <br />Downstream storage for the Colorado Springs Homestake water is <br />provided principally by the 40.000 acre. feet capacity Rampart <br /> <br />12 <br /> <br />Reservoir located about five miles east of Woodland Park. Colora- <br />do. However, water can also be transferred to the City's Crystal <br />Creek and North and South Catamount Reservoirs on the north <br />slope of Pikes Peak. <br /> <br />I <br />I <br /> <br />B. PROPOSED ALTERNATIVE EXTENSIONS OF <br />HOMESTAKE COLLECTION SYSTEM <br /> <br />o <br />p <br />'p <br /> <br />,? <br /> <br />I ncreasing water demands require that additional water sources be <br />developed. Thus, the Cities propose to construct Phase 2 of the <br />Homestake ~ivision Collection System. This contemplates devel- <br />opment of East Cross Creek, Cross Creek, West Cross Creek, Fall <br />Creek, Whitney Creek, Peterson Creek, and other unnamed minor <br />streams. These creek drainage basins comprise the Project Area <br />bounded generally by the Eagle River, the Continental Divide, <br />the Sawatch Range and various ridge lines as shown on Ex- <br />hibit 2. <br /> <br />I <br />I <br />I <br />I <br /> <br />Nine alternative plans investigated by the Cities are described <br />hereafter. Eight of these plans are contained essentially within <br />the Project Area. The ninth plan is remote from the Project Area <br />as shown on Exhibit 1. Alternative Plans A, B, and C provide for <br />gravity diversion of water; Plan D combines gravity and pumping; <br />and Plans E, F. F-1, and F-2 combine gravity, storage, and <br />pumping. Plans A through E contemplate construction by the <br />Cities alone, although Plan E would require acquisition of a <br />reservoir site from the Colorado River Water Conservation Dis- <br />trict (CRWCD); Plans F through G would require varying degrees <br />of joint undertaking with the CRWCD and/or the Denvef"Water <br />"- <br />Board (OWB). Both the CRWCD and DWB own rights to Eagle <br />River tributary waters although the rights in both c~ses are <br />junior to those of the Cities. <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br /> <br />Under Plans A, B, C, and D, Eagle-Arkansas waters would be <br />diverted by gravity across Tennessee Pass into Tennessee Creek, <br />thence into the Arkansas River to flow to existing Otero Pump- <br />ing Station. there to be lifted over Trout Creek Pass, Under <br />."", <br />..:.r- <br /> <br />I <br />I <br />
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