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PROJ00540
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Last modified
11/19/2009 11:22:24 AM
Creation date
10/6/2006 12:00:44 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153697
Contractor Name
Norwood, Town of and Norwood Water Commission
Contract Type
Loan
Water District
60
County
San Miguel
Bill Number
FSL
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Feasibilitv. The main purpose of the water wells <br />would be to provide a suoolemental water supply <br />only. This supply would be valuable if thare ~as a <br />breakdown in the main supply line, or an <br />interruption in the Gurley system. Therefore, a <br />cost will be developed for this alternative; <br />however, it cannot be compared directly with other <br />feasible alternatives which provide the primary <br />source of water. <br /> <br />7. Alternative 2 = Use of Existinq Gurlev Svstem in <br />Winter. <br /> <br />Discussion. Under this option, water would be <br />released down the Gurley Ditch in small flows as has <br />been done in previous years. The Town would have to <br />stand the water loss in the ditch and storage losses <br />of 5% per month in the reservoir. This would <br />require flow measurement below the reservoir, and <br />again below the headgate. This option will require <br />additional time and maintenance by Gurley Reservoir <br />personnel. <br /> <br />since the Farmers Water bylaws technically do not <br />allow any release of water from November 1st until <br />mid May, modifications to the bylaws must be made to <br />allow winter release. This is basically a <br />procedural matter and would require a vote of the <br />shareholders. <br /> <br />since water will be lost to seepage and evaporation <br />during the winter, and since it should be legally <br />accounted for, an estimate was made of possible <br />winter time losses. The average future winter water <br />requirement from Gurley is estimated to be .46 cfs, <br />which is equivalent to .92 AF/day. Because of the <br />small flow and the relatively large size of the <br />ditch, seepage losses could be in the range of 15% <br />to 40%. For conservative purposes, a seepage loss <br />of 30% was estimated. Thus, to get .46 cfs at the <br />headgate, .60 cfs would be released and .14 cfs <br />would be lost. <br /> <br />Basically, this amount of additional water would <br />have to be purchased to account for losses in the <br />Gurley Ditch, if water is properly accounted for. <br /> <br />Feasibilitv. This is basically the existing system. <br />Farmers Water had indicated it is no longer <br />feasible, particularly in dry years when storage <br />reserves are minimal. Farmers Water has indicated <br />that cracking the headgate open for an extended <br />period may cause damage. If the headgate has to be <br />replaced, Gurley Reservoir must be completely <br /> <br />V-g <br />
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