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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Sothvare Design <br />7 <br />Subwatershed Hydro%gy Detai/: <br /> <br />Stru SWS <br />SWS Area Time of <br />Musk K <br />Curve Peak Runoff <br /> Canc Musk X <br />UHS Discharge Volume <br /># # (ac) (hrs) Number <br /> (hrs) (ds) (ac-R) <br />#3 1 1.300 0.011 0.000 0.000 72.000 TR55 0.08 0.009 <br /> 1.300 0.08 0.009 <br />Subwatershed Sedimento/ogy Detai/: <br />u <br /> <br /> Peak Peak <br />Stru SWS Sedlment Sediment Settleable 24VW <br />Sail K L (ft) S (°h) C p ~ # <br /># # Conc. Conc <br /> (~~) (ml/I) <br /> (mg/I) (mI/I) <br />#3 1 0.240 210.00 10.00 0.3500 1.0000 1 0.3 92,701 60.35 30.73 <br />F, 0.3 92,701 60.35 30.73 <br />Subwatershed Time of Concentration Detai/s: <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dis[. Veloclry Time (hrs) <br /># # (R) (ft) (fps) <br />#3 1 6. Grassed waterway 10.00 20.00 200.00 4.740 0.011 <br />:C3 1 Tlme of Concentration: 0.011 <br />Filename: CRDA-1, NW SAE.srA <br />14-6 -102 <br />Printed OS-23-2001 <br />New 5/01 <br />