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<br />- - - - - - - - - - - - - - - - - - - <br /> - - <br /> 25' <br /> 11 <br /> ~I - - <br /> ~ ~ ---........ ~ <br /> ~ N ~- <br /> 4 '<;f' , <br /> 11___ '-- RIPRAP <br /> CUTOFF TRENC~ BLANKET DRAIN' <br /> TYPICAL SECTION <br /> SCALE: 1" = 50' <br /> <br /> <br />Dam Characteristics <br />42 feet <br />2610 feet <br />5200 ac-ft <br />230 ac <br />25 feet <br />4:1 <br />3:1 <br />5200 feet <br />5195 feet <br />350 feet <br />285,000 c <br />48" <br />325 ft <br /> <br />th <br /> <br /> <br />Dr Creek ReservOir <br />Dam Height <br />Dam Length <br />Normal Storage Volume <br />Normal Surface Area <br />Crest Width <br />Upstream Slope <br />Downstream SIOI <br />Top of Dam Elev <br />Spillway Elevatil <br />Approximate Sp <br />Embankment Vc <br />Outlet Diameter <br />Outlet Lenath <br /> <br />e <br /> <br />c-~ Smith <br />~'\iii Geotechnical <br />ENGINEERING CONSULTANTS <br /> <br />DRY CREEK RESERVOIR FEASIBILITY STUDY <br />FIGURE 4 - DAM CROSS-SECTION AND DETAILS <br />