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C <br />SEDCAD 4 for Windows <br />Copyright 1999 Pamela J Schwab <br />Civil SoMvare Design <br />Subwatershed Hydro/ogy Detai/: <br /> <br />Stru <br />SWS <br />SWS Area Time of <br />Musk K <br />Curve Peak Runoff <br /> Conc Musk X <br />UHS Discharge Volume <br />~ ~ (ac) <br />(hrs) (hrs) Number <br />(ds) <br />(at-R) <br />#4 1 1.800 0.058 0.000 0.000 89.000 F 1.66 0.130 <br /> 1.800 1.66 0.130 <br />#3 S' 1.800 1.66 0.130 <br />Subwatershed Sedimento%gy Detai/; <br />• <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br />g Soil K L R S (%) C p PS # <br />g () Cont. Conc <br /> ) <br />(tons (ml/I) <br /> (mg/I) (ml/I) <br />C4 1 0.320 250.00 0.50 0.3000 1.0000 1 0.4 4,fi35 2.91 1.53 <br /> 5' 0.4 4,635 2.91 1.53 <br />#3 ~ 0.2 2,268 1.05 0.55 <br />Subwatershed Time of Concentration Detai/s; <br />Stru SWS <br />land Flow Condition Vert. Dist. Horiz. Dist. <br />slope (%) Velocity <br />Time (hrs) <br />~ # (R) (R) (fps) <br />#4 1 7. Paved area and small upland 0.50 1.50 300.00 1.420 0.058 <br /> gullies <br />#4 1 Time of Concentration: 0.056 <br />• <br />Filename: ShaRPadSAE1REV1.sc4 <br />Printed 08-13-2001 <br />7 <br />