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PROJ00464
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Last modified
11/19/2009 11:43:26 AM
Creation date
10/5/2006 11:56:23 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0001X
Contractor Name
Bennett, Town of
Contract Type
Loan
Water District
0
County
Adams
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 /> <br />PROJECT SUMMARY <br /> <br />The Town of Bennett, Colorado is locate.d in Adams County, approximately <br /> <br />31 miles east of metropolitan Denver. From its date of incorporation in <br /> <br />January 1930 until 1960, Bennett remained a small rural community with a <br /> <br />relatively stable population of less than 300. Since 1960, the population <br /> <br />of Bennett has increased approximately 220 percent due to the urbanization <br /> <br />effect of the sprawling metropolitan area. Nearly 50 percent of the Bennett <br /> <br />population commutes to the metropolitan area for employment. <br /> <br />The rapid population growth in recent years has placed an excessive <br /> <br />demand on the Town's municipal water system. Constructed in the early <br /> <br />1930's, the present water system consists of one 55,000 gallon elevated <br /> <br />storage tank, one 155,000 gallon underground storage tank, four operable <br /> <br />water supply wells, and 6", 4", 2" and 1" water distribution mains. The <br /> <br />water supply wells are supplied by the Arapahoe Formation at depths of 400 <br /> <br />to 650 feet deep and the Fox Hills Sandstone at a depth of 1450 feet. The <br /> <br />water quality from the wells is good and complies in all respects with the <br /> <br />Colorado State Standards for Public Drinking Water Supplies. The only <br /> <br />treatment presently required is chlorination. The distribution mains are <br /> <br />basically cast iron pipe with leaded joints. Although the mains are old, <br /> <br />undersized, and some joint failures have been experienced in recent years, <br /> <br />the condition of the pipe is considered good and servicab1e if properly <br /> <br />augmented and looped with large feeder mains. <br /> <br />The ability of the present water facilities to meet fire flow demands <br /> <br />in accordance with the Mountain States Inspection Bureau requirements is <br /> <br />practically non-existent. The distribution mains (predominantly 4-inch) <br /> <br />are undersized and dead-end lines in many locations. Fire hydrants are <br /> <br />
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