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WSP10676
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Last modified
1/26/2010 3:14:14 PM
Creation date
10/12/2006 4:27:39 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Gunnison River General
State
CO
Basin
Gunnison
Water Division
4
Date
1/1/3000
Author
Unknown
Title
Gunnison-Arkansas - Various Data Regarding Aspen Reservoir Site-Etc
Water Supply Pro - Doc Type
Data
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<br />~. <br /> <br />~: ~ < ~ 7 4 <br /> <br />*'"". <br /> <br />Canon City <br /> <br /> <br />The city has a more difficult problem of securing water .for muni- <br /> <br /> <br />cipal supply then does Salida. The tresent supply is diverted from the Ar~ <br /> <br /> <br />kensas River, but the pipe line is in bad condition end will need consider- <br /> <br /> <br />able repair before it will fUrnish an adequate supply. The future system <br /> <br /> <br />could COIne from one of two sources. <br /> <br /> <br />(1) The water oould be allowed to flow down the Arkansas River <br /> <br /> <br />and diverted as it now is for municipal use.. This plan would necessitate <br /> <br /> <br />the repair of the present line and the addition of purifioation faoi1ities <br /> <br /> <br />for future demands. A study of the present system is noVl being made.. An <br /> <br /> <br />exoerpt from the Pueblo Star-Journal, November 7, 1945, is given belowl <br /> <br /> <br />"The oity oouncil has voted an appropriation of $1,000 for an en- <br /> <br /> <br />gineering survey of the Canon City water system, looking toward enlarging <br /> <br /> <br />and improving the reservoir. <br /> <br /> <br />"The engineering firm of Ripple and Howe of Denver is employed to <br /> <br /> <br />make the survey. Ben V. Howe, former State Sanitary Engineer is familiar <br /> <br /> <br />with the Canon City system, it is stated." <br /> <br /> <br />(2) The other plan is to obtain water from the transmountain di- <br /> <br /> <br />version tunnel from the portal on Grape Creek. The water could be taken <br /> <br /> <br />from the portal at elevation 6,150 and conveyed a distance of 9 miles through <br /> <br /> <br />a lll" pipe line to a purification plant at elevation 5,500. From here the <br /> <br /> <br />water could be oonveyed through two 14 inch pipe lines to the city distribu- <br /> <br /> <br />tion system. One line could be used for the average demand while the other <br /> <br /> <br />would take oare of the maximum dellJB.nd. The system would be a gravity system <br /> <br /> <br />costing approximately $475,000. The cost is inoreased by the 4 miles of very <br /> <br /> <br />rough terrain the line will have to traverse. An estimate of the purifioa- <br /> <br /> <br />tion plant was not made since the system would require a deta1l~d survey <br />
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