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PROJ00026
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Last modified
11/19/2009 11:01:57 AM
Creation date
10/5/2006 11:29:58 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153412
Contractor Name
Louisville, City of
Contract Type
Loan
Water District
6
County
Boulder
Bill Number
HB 83-1102
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 />II. WATER SUPPLY A~D REQUIREMENTS <br /> <br />A. Surface Water Supply <br />1. Raw Water Transmission Facilities <br />The City derives its raw water supply from South Boulder Creek through a <br />variety of direct flow and storage water rights. The City's main raw water <br />conveyance facility consists of approximately 8 miles of steel transmission line <br />ranging in size from 14" to 18" which conveys water from the City's intake at <br />Eldorado Springs to Louisville Reservoir. Water is delivered directly from <br />Louisville Reservoir to the City's water treatment plants located adjacent to <br />the reservoir. The rated capacity of the Eldorado Springs pipeline under gravity <br />flow is approximately 3.4 million gallons per day (5.26 cfs). A booster pump <br />station, which can increase the capacity of the raw water transmission line to <br />5.0 mgd (7.74 cfs), is located on the Eldorado Springs pipeline in the <br />approximate vicinity of Marshall Road north of Marshall Lake. The Eldorado <br />Springs pipeline and other raw water facilities of the City of Louisville are <br />shown on Figure 2. <br />The other primary raw water conveyance facility owned by the City is the <br />Louisville Lateral which conveys water from the Community Ditch below Marshall <br />Lake to either Harper Lake or Louisville Reservoir. The rated capacity of this <br />ditch at the critical section is approximately 7.8 mgd (12,Ocfs). However, the <br />ditch could easily be enlarged to convey approximately 10 mgd (15.48 cfs). The <br />capacity of the Louisville Lateral between Harper Lake and Louisville Reservoir <br />is estimated at 24 cfs. Overall existing losses in the Louisville Lateral are <br />estimated at 5 to 10 percent. The lateral is used during the season when the <br />Community Ditch below Marshall Lake is operable and therefore, has not been used <br />in the past as a source of raw water during the winter. During the irrigation season, <br /> <br />8 <br />
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