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C153644 Final Report
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C153644 Final Report
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Last modified
2/3/2010 11:07:08 AM
Creation date
2/23/2009 2:53:10 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153644
Contractor Name
Harris Water Engineeering Company
Contract Type
Grant
Water District
0
County
Statewide
Bill Number
HB 93-1273
Loan Projects - Doc Type
Report
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The spillway would discharge into the channel below the dam. A <br />concrete cutoff wall perpendicular to the flow of water is included <br />to stabiiize the spillway section. The wall would be about 2 feet <br />thick, at least 2 feet below the ground surface at any point along <br />the wall, and be the desired shape of the spillway cross section <br />(15 wide at the base and sloping up a 1:1 on either side). <br />Beaver Creek Dam 12 <br />
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