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<br />. <br /> <br />r.- 1-\ 1 <br />14..J \. ....... <br /> <br />Plan of Development <br /> <br />the facilities to divert Bijou Creek into Narrows Reservoir could <br />be constructed at any time to be complementary to upstream works. <br />No change would be required in the design of Narrows Dam; however, <br />the allocation of reservoir storage would require minor modifications <br />to compensate for the added sediment which would be carried into the <br />reservoir from Bijou Creek. <br /> <br />A potential channel, as studied in 1965, would intercept Bijou <br />Creek south of the Narrows Reservoir and would extend in a northeasterly <br />direction for about 30,000 feet to discharge into the reservoir. It <br />would have a minimum width of 600 feet and a capacity of 400,000 cubic <br />feet per second with a water depth of 25 feet. Banks on both sides of <br />the channel would provide lO feet of freeboard. The end of the channel <br />adjoining Bijou Creek would be 5,200 .feet wide and would lead into a <br />transition and inlet structure. The bottom and sides of the inlet <br />structure, the side slopes of the transition, and the side slopes of <br />most of the main channel would be protected by soil cement. <br /> <br />. <br /> <br />. <br /> <br />36 <br />