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0 <br />is <br />C] <br />SEDCAD 4 for Windows <br />e'—.4MO 40" O—W. I lz,* .reh <br />Initial Pool Vev: 6,583.00 <br />Initial Pool: <br />2.60 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />20.00% <br />*No sediment capacity defined <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sidestope sidestope Width (ft) <br />6,588.00 50.00 1S0A 1.50:1 20.00 <br />M I, <br />Riser Riser Height <br />Diameter <br />I Barrel 0 <br />Barrel Barrel S' Pe <br />Diameter <br />Number of <br />Manning's n Spillway Elev Holes per <br />(ft) <br />(in) <br />Length (ft) <br />(in) <br />Eley <br />12.00 3,701 <br />18.00 250.00 4.50 <br />0.0240 6,585.00 2 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Peak Elevation: 6,588.34 <br />capacity <br />Dewater <br />Discharge Time <br />H'graph Detention Time: <br />7.23 hrs <br />(ac -ft) <br />(ds)(hrs) <br />Pond Model: <br />CSTRS <br />0.000 <br />0.000 Top of Sed. Storage <br />Dewater'nme: <br />2.84 days <br />0.011 <br />0.000 m._._.... ..... .... . <br />Trap Efficiency: <br />45.03% <br />0.037 <br />Dewatering time is calculated from peak stage to lowest spillway <br />14 <br />Filename: streeter-100yr__24hr.so4l Printed 01-29-2006 <br />Exh. 7 -SP -79 Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />Area <br />capacity <br />Dewater <br />Discharge Time <br />Elevation <br />(ac) <br />(ac -ft) <br />(ds)(hrs) <br />6,578.00 <br />0,012 <br />0.000 <br />0.000 Top of Sed. Storage <br />6,578.50 <br />0.036 <br />0.011 <br />0.000 m._._.... ..... .... . <br />6,579-00 <br />0.071 <br />0.037 <br />0.000 <br />6,579.50 <br />0,173 <br />0.097 <br />0.000 <br />6,580.00 <br />0.322 <br />0.218 <br />0.000 <br />6,580.50 <br />0.413 <br />0.402 <br />0.000 <br />6,581.00 <br />0.517 <br />0.634 <br />0,000 <br />6,581.30 <br />0.692 <br />0.814 <br />0.000 <br />14 <br />Filename: streeter-100yr__24hr.so4l Printed 01-29-2006 <br />Exh. 7 -SP -79 Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />