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SEDCAD 4 for Windows <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru 5W5 <br />SWS Area Time of <br />Conc <br />Musk K <br />Curve Peak <br />Dixtiarge Runoff <br />Volume <br /># # (ac) (hrs) Musk X <br />uHS <br />Number <br /> (hrs) (cfs) (ac-ft) <br />#1 1 0.750 0.023 0.000 0.000 80.000 M 0.91 0.069 <br /> 0.750 0.91 0.069 <br />Subwatershed Sedimento%gy Detai/.- <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br />Soil K L (ft) 5 (%) C P PS # <br /># # ~~~ Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.320 100.00 13.00 0.2000 0.9000 1 2.3 48,365 30.93 15.88 <br /> 2.3 48,365 30.93 15.88 <br />Subwatershed Time ofConceatration Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 5. Nearly bare and unfilled, and 25.00 25.00 100.00 5.000 0.005 <br /> alluvial valley fans <br /> 5. Nearly bare and un[illed, and 3.79 5.00 132.00 1.940 0.016 <br /> alluvial valley fans <br />ii1 1 Time of Concentration: 0.023 <br />Filename: YardSaeSiltfenceRevt.sc4 Printed OS-13-2002 <br />