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SEDCAD 4 for Windows <br />r.......;,,ne moa o~..,d~ i c~n,.~~, <br />• <br />Subwatershed Hydro/ogy Detai/; <br /> <br />Stru SWS <br />SWS Area Tme 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 />(ac-ft) <br />#1 1 15.610 0.261 0.261 0.323 71.000 S 2.41 0.575 <br />2 19.730 0.387 0.387 0.275 85.000 M 12.28 1.608 <br /> 35.340 13.57 2.383 <br />Subwatershed Sedimento%gy Detai/; <br />r 1 <br />~~ <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Soil K L (ft) S (%) c P PS # <br />Conc. <br />Conc <br /> (tons) (ml/p <br /> (mg/I) (ml/I) <br />#1 1 0.320 2,927.00 4.30 0.5000 1.0000 1 53.0 173,418 89.66 49.73 <br />2 0.320 2,927.00 4.30 0.5000 1.0000 1 250.0 209,842 123.64 70.58 <br /> 302.7 202,967 116.97 66.13 <br />Subwatershed Time of Concentration Detai/s: <br />Stru SWS <br />Land Flow Condition Vert. Dist. <br />Slope (%) Horiz. Dist. Velocity <br />Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 I 6. Grassed waterway 4.30 125.86 2,926.97 3.110 0.261 <br />#1 1 Ttme of Concentration: 0.261 <br />#1 2 5. Nearly bare and untilled, and q 34 126.00 2,903.96 2.080 0.387 <br /> alluvial valley fans <br />#i 2 Time of Concentration: 0.387 <br />Subwatershed Muskingum Routing Detai/s; <br />r~ <br />LJ <br />Stru SWS Land Flow condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fPs) <br />#1 1 6. Grassed waterway 4.30 125.86 2,926.97 3.110 0.261 <br />#i 1 Muskingum K: 0,261 <br />#1 2 5. Nearly bare and untilled, and 4 34 126.00 2,903.96 2.080 0.387 <br /> alluvial valley fans <br />#1 2 Muskingum K: 0387 <br />(REVISED 06/02) <br />Attachment 2.05.3(3)-14-17 <br />Filename: 009POND25ASBUILTmodifiedcn-ENCISED.sc4 Printed OS-17-2002 <br />