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PROJ00487
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Last modified
8/13/2009 6:25:12 AM
Creation date
10/5/2006 11:57:35 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0007X
Contractor Name
Kennesburg, Town of
County
Weld
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 /> <br />sufficient elevation exists to provide for a groundwater storage <br />tank and to provide good pressures to the Town. The transmission <br />main to the Town's system from the proposed storage site will <br />provide another source to the distribution system from storage in <br />addition to the existing storage supply. This is significant since <br />the existing storage is north of both the railroad tracks and the <br />interstate highway which are difficult and costly to cross with new <br />1 i nes. The proposed storage site woul d a 11 ow for conveni ent con- <br />nections to the transmission main from future well supplies located <br />south of the Town. <br /> <br />Proposed improvements to the distribution system include replacing <br />the small and deteriorated lines with minimum 611 water mains. <br />Additional valves, fire hydrants and appurtenances would be placed <br />in the distribution system to allow the system to be properly <br />maintained and operated and to provide fire flow throughout the <br />Town. The new water mains and looping of the system would eliminate <br />the existing low pressure problems and other system problems which <br />are occurring. Meters are proposed for all service 'throughout <br />the Town so that customers will pay for any water used. Metering <br />should help toeiiminate waste of water and thereby make the water <br />available to other users in need of it. <br /> <br /> <br />The most difficult portion of the system to analyze and determine <br />the necessary improvements is the source of supply. Although the <br />existing deep well system has several disadvantages, such as limi- <br />tations on the available quantities, high operation and maintenance <br />costs, and high fluorides, it appears to be the most feasible and <br />practical source of supply at the present time. <br /> <br />Consideration has been given to other sources such as shallow <br />wells, surface waters from reservoirs and ditches, and more distant <br /> <br />PS - 3 <br />
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