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~EDCAD 4 for Windows <br />GnvnnM to°n Pamala I A~hwnh <br />7 <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru SWS <br />SWS Area Time of <br />Musk K <br />Curve Peak RunofF <br /> Conc Musk X <br />UHS Discharge Volume <br /># # (ac) (hrs) Number <br /> (hrs) (~) (ac-ft) <br />#1 1 0.220 0.011 0.005 0.335 98.000 f 0.30 0.029 <br />2 0.360 0.011 0.000 0.000 63.000 F 0.00 0.002 <br /> 0.580 0.30 0.031 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br />Soil K <br /># # L (ft) 5 (%) C p ~ # Conc. Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.000 50.00 1.30 0.0001 1.0000 2 0.0 0 0.00 0.00 <br />2 0.320 50.00 12.00 0.4500 1.0000 3 0.0 1 0.00 0.00 <br /> 0.0 0 0.00 0.00 <br />Subwatershed Time of Concentration Detai/s; <br />Stru SWS <br />Land Flow Condition <br />Slope (%) Vert. Dist. Horiz. Dist. Velocity <br />Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 ~• paved area and small upland 1.31 1.30 99.24 2.300 0.011 <br /> gullies <br />#1 1 Time of Concentration: 0.011 <br />#1 2 7, paved area and small upland 1.30 1.23 94.61 2.290 0.011 <br /> gullies <br />#1 2 Time of Concentration: 0.011 <br />Subwatershed Muskingum Routing Detai/s; <br />Stru SWS L.jnd Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 2 5. Nearly bare and unfilled, and 12.00 7.91 65 <br />460 <br />91 3 0.00'. <br /> alluvial valley fans . <br />. <br />#1 2 Muskingum K: 0.000 <br /> <br />Filename: Foidel Creek building Removal -Established Vegetation on Site.sc4 Printed 07-26-2005 <br />