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PROJ01756
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Last modified
11/19/2009 11:43:28 AM
Creation date
3/8/2007 10:47:17 AM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0042X
Contractor Name
Elizabeth, Town of
Contract Type
Miscellaneous
Water District
0
Loan Projects - Doc Type
Feasibility Study
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<br />~i <br /> <br />..-- <br /> <br />~~ <br /> <br />143 Union Boulevard <br />Suite 600 <br />Lakewood, Colorado 80228 <br />(303) 985-3636 FAX (303) 985-3800 <br /> <br /> <br />....: <br /> <br />.' <br />:-. <br /> <br />November 28, 1994 <br /> <br />Mr. Kent Gumina <br />Colorado Department of Local Affairs <br />300 Main Street <br />Fort Morgan, Colorado 80701 <br /> <br />RE: Pump Station A-2 . <br />Town of Elizabeth <br />Job Number 2747 FIN <br /> <br />Dear Kent: <br /> <br />This letter is to inform you of the immediate need of funding for the proposed new <br />well at the Town of Elizabeth. As you know from the Town's application for grant, an <br />additional water supply source for the summer of 1995 is needed. This was shown in <br />the Water Master Plan Update, dated October 1994, prepared by Meurer & <br />Associates. The Town's water supply tanks went dry during the summer of 1994, <br />and watering restrictions were imposed. <br /> <br />The Town depends upon two wells for its water supply. One well (lower well) is <br />completed mainly in the Lower Dawson aquifer alone with some Upper Dawson <br />aquifer. The other well (upper well) is completed in the Denver aquifer. The lower <br />well is capable of pumping 50 gallons per minute (gpm) for short periods of time. <br />During extended pumping periods, this rate decreases to 35 to 40 gpm or less. This <br />happened during the summer of 1994. The upper well is capable of pumping 150 gpm <br />but during heavy use, this rate declines to 140 gpm or less. If either of these wells <br />goes out of service for any reason (Le. pump replacement) during high demand <br />periods, as happened to the upper wall in July of 1994, the water storage system is <br />depleted. During mid-July 1994,. the wells were not able to keep up with the demand <br />and storage was being depleted to the point where only one to two days supply <br />remained. With the additional homes built since last summer, this extreme water <br />situation is anticipated to occur again in the summer of 1995. Both existing wells are <br />old, having been drilled in 1971. (lower well) and 1978 (upper well) and cannot <br />maintain desired production during peak peTiods. Their current condition is unknown, <br />and it is not known how long they will continue to be useable. <br /> <br />Several options were considered to increase the Town's water supply. Drilling an <br />Arapahoe aquifer well was chosen as the best long-term alternative. The Lower <br />Dawson in the area of the Town is a very poor aquifer; Le., it has very few sandstones <br />from which water can be obtained. The Denver aquifer is better than the Lower <br />Dawson but cannot produce much more than 150 gpm, and the Town needs more <br />than this amount. A well or wells tapping the alluvium of Running Creek is being <br />
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