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PROJ00464
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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 />I <br />I <br /> <br />IV - PLAN OF DEVELOPMENT <br /> <br />A. <br /> <br />PHYSICAL PLAN <br /> <br />Having laid a foundation of population growth, status of existing facili- <br /> <br />ties, and a projection of present and future water requirements, a plan is <br /> <br />hereafter evolved to expand the existing facilities in stages to meet these <br /> <br />requirements. <br /> <br />Distribution System. A major improvement project is necessary at the <br /> <br />present time to correct deficiencies and maintenance problems in the existing <br /> <br />SYSL2n and to provide required fire flows to all parts of town. Once an ade- <br /> <br />quate base system is constructed, it can be extended in short segments as the <br /> <br />need occurs. As growth occurs and the land is developed, the Town should re- <br /> <br />0,fre the owner or developer of the property to install an adequate distribu- <br /> <br />tion system at no cost or little cost to the Town. When examining a proposed <br /> <br />extension pIan it must be kept in mind that the developer must not only pro- <br /> <br />vide a distribution system and fire flow to his development, but the mains <br /> <br />Dust be adequately sized to axtend beyond his immediate development and pro- <br /> <br />vide fire flows to the property beyond. Figure I shows the total design <br /> <br />area to be considered up to year 2010 and Figure III shows the major distribu- <br /> <br />tion main gridwork necessary to deliver fire flows to the design area. While <br /> <br />the gridwork can be constructed on a piecemeal basis, the grid must be com- <br /> <br />pleted and the loops closed in order to deliver the required flows. <br /> <br />The design area shown on Figure I encompasses approximately 1600 acres~ <br /> <br /> <br />At the design population of 4500 (median prQjection for year 2010) this would <br /> <br /> <br />be an average population density of 2.8 persons per acre. This results in an <br /> <br /> <br />extremely low population density and the design area will be roughly 1/3 <br /> <br />developed at the design population of 4500. Using the Adams County high <br /> <br />-35- <br />
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