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PROJ00137
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PROJ00137
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Last modified
11/19/2009 11:43:09 AM
Creation date
10/5/2006 11:38:26 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153467
Contractor Name
Greeley, City of
Contract Type
Loan
Water District
0
County
Weld
Bill Number
XB 99-999
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 />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The study was initiated by reviewing available reference material on file at <br />the City of Greeley and the SED. A list of these references was compiled. <br /> <br />Background information on the City of Greeley's history, laws, physical <br />assets, and present and future fi nanci al status was gathered. The Ci ty' s <br />water exchange plan with the North Poudre Irrigation Company for Colorado-Big <br />Thompson (CBT) water was also researched. The City's water requirements were <br />assessed as a functi on of popul ati on projecti ons and per capi ta use rates. <br />The water supply and project yield were determined using the Twin lakes <br />storage right. The firm annual yield from Twin lakes Reservoir at the present <br />restricted level is zero acre-feet. <br /> <br />If the dam were rehabilitated and enlarged to store its full decreed volume <br />and the restriction removed, the firm annual yield would increase to 454 <br />acre-feet. The sediment yield in the Twin lakes Reservoir drainage basin was <br />estimated at nine acre-feet, for a 100-year project 1 ife. Water quality of <br />the Cache la Poudre River was analyzed and was generally found to be excellent <br />for domestic, municipal, industrial, and agricultural purposes. <br /> <br />A hydrologic analysis of the drainage basin was performed. A probable maximum <br />flood (PMF) was developed USing NOAA Hydrometeorological Report Number 55, and <br />allowing for infiltration losses using the Green and Ampt model. The computed <br />runoff hydrograph resulting from the local probable maximum precipitation <br />stonn resulted in a peak discharge of 8,420 cfs, with a volume of 465 <br />acre-feet. The flood was routed through the reservoi r util i zi ng the HEC-l <br />computer program in order to detennine the required capacity of the spillway <br />to safely pass the PMF as required by the SED. <br /> <br />Field work commenced with a site inspection by several MKE personnel in <br />June 1986. At that time, a Phase I inspection checklist was prepared similar <br />to the form used by the SED. Several other inspections were made during the <br />course of the study, including a review of a video tape made by remote <br />controlled video camera inspection of the outlet works. <br /> <br />ii <br />
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