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C153321 Feasibility Study
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C153321 Feasibility Study
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Last modified
3/27/2014 11:41:10 AM
Creation date
10/5/2006 11:44:04 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153321
Contractor Name
Ridgway, Town of
Contract Type
Loan
Water District
60
County
Ouray
Bill Number
SB 78-69
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />1 <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br /> <br />Under Alternate I, a new point of diversion would be established about <br /> <br />4.8 miles west of Ridgway and 7 miles downstream from the existing diversion <br /> <br />on Beaver Creek. A new 6" diameter (:t18,200 l.f.) and 8" diameter (:t7,400 l.f.) <br /> <br />buried transmission pipeline would be installed parallel to Colorado State High- <br /> <br />way 62. The treatment plant would be located about 1~ miles north of the diver- <br /> <br />sion site. The storage tank would be located about ~ mile from Town. <br /> <br />The point of diversion under Alternate II would be on Dallas Creek about <br /> <br />2 miles northwest of Ridgway and 4 miles downstream from the Alternate I diver- <br /> <br />sion point. Al ternate II would require pumping through t-1, 000 feet of new 6" <br /> <br />diameter buried transmission pipeline. The diversion would be made through two <br /> <br />wells located adjacent to the Dallas Creek channel. The treatment facilities <br /> <br />and pumps would be located at the diversion site and the storage tank would be <br /> <br />constructed along the transmission line about ~ mile northwest of Ridgway. <br /> <br />Under Alternate III, water would continue to be diverted through the <br /> <br />Ridgway ditch, but 5,280 feet of 6" diameter and 2,500 feet of 8" diameter <br /> <br />buried transmission pipeline would be installed from Lake Otonawanda to the <br /> <br />existing distribution system. The treatment plant arid storage tank would be <br /> <br />located near the existing reservoirs. <br /> <br />Alternate IV is an extension to Alternate III. Alternate IV would divert <br /> <br />flow directly from Beaver Creek and the springs. A gravity flow line would <br /> <br />transmit the water to a point ~ mile above the existing reservoirs. From this <br /> <br />point a pressurized line takes the water to the treatment plant, storage tank <br /> <br />and then to Town. <br /> <br />Alternate IVa (revised) is similar in respect to Alternate IV. Rather <br /> <br />than the more gradual grade followed by Alternate IV, Alternate IVa (revised) is <br /> <br />iv <br />
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