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SEDCAD 4 for Windows <br />r n ,,inhf 1 aaA -9nn7 0-10 I Crhamh <br />10 <br />• <br />Sub watershed Hydrology Detail; <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#2 <br />1 <br />5.570 <br />0.063 <br />0.000 <br />0.000 <br />85.000 <br />F <br />7.03 <br />0.546 <br />102.9 <br />1 <br />5.570 <br />63.60 <br />gullies <br />7.03 <br />0.546 <br />#1 <br />1 <br />8.830 <br />0.078 <br />0.000 <br />0.000 <br />85.000 <br />F <br />11.14 <br />0.866 <br />7.00 <br />S'. <br />8.830 <br />1 <br />172.4 <br />250,800 <br />124.10 <br />66.94 <br />11.14 <br />n,Qrsz <br />#3 <br />1 <br />1.040 <br />0.000 <br />0.000 <br />0.000 <br />85.000 <br />F <br />1.31 <br />0.102 <br />#3 <br />1 <br />15.440 <br />50.00 <br />2.50 <br />1.0000 <br />1.0000 <br />1 <br />19.48 <br />1.514 <br />Subwatershed Sedimentology Detail; <br />• <br />Stru <br /># <br />SWS <br /># <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />Sediment <br />(tons) <br />Peak <br />Sediment <br />Conc. <br />(mg/0 <br />Peak <br />Settleable <br />Conc <br />(ml /1) <br />24VW <br />(ml /1) <br />#2 <br />1 <br />0320 <br />350.00 <br />7.00 <br />1.0000 <br />1.0000 <br />1 <br />102.9 <br />238,599 <br />118.06 <br />63.60 <br />gullies <br />102.9 <br />238,599 <br />118.06 <br />63.60 <br />#1 <br />1 <br />0320 <br />350.00 <br />7.00 <br />1.0000 <br />1.0000 <br />1 <br />172.4 <br />250,800 <br />124.10 <br />66.94 <br />#1 <br />1 <br />Time of Concentration: <br />0.078 <br />172.4 <br />250,800 <br />124.10 <br />66.94 <br />#3 <br />1 <br />0320 <br />50.00 <br />2.50 <br />1.0000 <br />1.0000 <br />1 <br />2.4 <br />33,110 <br />16.38 <br />8.66 <br />7 <br />8. Large gullies, diversions, and low <br />1.99 <br />14.00 <br />705.00 <br />4.220 <br />0.046 <br />277.8 <br />232,913 <br />115.25 <br />62.06 <br />Subwatershed Time of Concentration Details; <br />• <br />Stru <br />SWS <br />Land Flow Condition <br />Slope ( %) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />7. Paved area and small upland <br />12.42 <br />19.00 <br />153.00 <br />7.090 <br />0.005 <br />gullies <br />8. Large gullies, diversions, and low <br />flowing streams <br />2.00 <br />22.38 <br />1,119.00 <br />4.240 <br />0.073 <br />#1 <br />1 <br />Time of Concentration: <br />0.078 <br />7. Paved area and small upland <br />#2 <br />1 <br />gullies <br />4.00 <br />10.00 <br />250.00 <br />4.020 <br />0.017 <br />8. Large gullies, diversions, and low <br />1.99 <br />14.00 <br />705.00 <br />4.220 <br />0.046 <br />flo wing streams <br />#2 <br />1 <br />Time of Concentration: <br />0.063 <br />#3 <br />1 <br />0.00 <br />0.00 <br />0.00 <br />0.000 <br />0.000 <br />#3 <br />1 <br />Time of Concentration: <br />0.000 <br />Filename: Sediment Pond Design.sc4 <br />Printed 11 -25 -2009 <br />