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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 /> <br />This problem is discussed in detail by the proceedings of the <br />conference in the 'Matter of Pollution of the South Plate River <br />Basin in the State of Colorado'. The proceedings point out that <br />pollution in Barr Lake is and has been a major problem. Additionally, <br />the seep ditch from Barr Lake and the Burlington ditch have had <br />exposure to pollution, as have other inter-connected canals and <br />ditches from the Barr Lake Reservoirs owned and operated by the <br />Farmers Reservoir and Irrigation Company. <br /> <br />Barr Lake is approximately 14 miles northeast of Denver. It has <br />a maximum depth of 42 feet and a maximum volume of 33,000 acre feet. <br />The lake is normally filled during the months of November through <br />April by water diverted from the South Platte River through the <br />Burlington-O'Brian Canal. Water is normally released from the <br />lake for irrigation during the period from May through September. <br />The point of diversion for the Burlington-O'Brian Canal is immediately <br />downstream from the Denver North-side Sewage Treatment Plant discharge <br />to the South Platte River. <br /> <br /> <br />If surface water from one of the reservoirs and/or ditches is used <br />for treatment and delivery to the Town, it is again presumed that <br />it would be practical and economical to combine the surface water <br />with the existing deep well water supply. <br /> <br />In order to provide a comparison of alternate sources and treatment <br />processes, one alternate using surface water was evaluated. Use of <br />surface water from the Denver-Burlington Irrigation Ditch located <br />approximately one-half mile west of Keenesburg was considered. <br />Exhibit V-3 shows a preliminary layout. <br /> <br />Because most of the surface water rights are of such low priority, <br />it is assumed that a raw water storage reservoir would be required <br /> <br />v - 5 <br />
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