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SEDCAD 4 for Windows <br />Co right 7898 Pamela J. Schwab <br />Civil Software Design <br />C <br />Subwatershed Hydro/ogy Detai/; <br />9 <br /> <br />Stru SWS <br />SWS Area Time of <br />Musk K <br />Curve ~ Peak <br />~ Runoff <br /> Conc Musk X UH6 Discharge Volume <br /># # (ac) (hrs) Number <br /> (hrs) (ds) (ac-ft) <br />#1 I 66.490 0.730 0.611 0.252 90.000 M _ i 40.83 7.990 <br />2 43.950 0.730 0.408 0.302 81.000 15.33 j 3.193 _ <br /> 110.440 52.44 11.183 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br />Soil K <br /># # L (ft) 5 (%) C p ~ # Conn Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 D.370 100.D0 3.00 0.5000 1.0000 1 161.6 31,556 17.77 10.42 <br />2 0.370 100.00 3.00 0.5000 1.0000 1 ~ 55.9 27,327 14.80 8.68 <br />L 217.3 30,111 16.79 9.91 <br /> <br />• Subwatershed Muskingum Routing Detai/s: <br />Stru SWS land Flow Conditlon Slope (%) Vert. DI54 Horiz. Dist Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 5. Nearry bare and unfilled, and 3.00 114.18 3,806.00 1.730 0.611 <br /> alluvial valley fans <br />#1 1 Muskingum K: 0.611 <br />#1 2 6. Grassed waterway 3.00 114.18 3,806.00 2.590 0.408 <br />#1 2 Muskingum K: 0.408 <br />• <br />(Revised 72/D0) Attachment 2.05.3(3) -10-32 <br />Filename: 008FINALDESIGN25.sc4 ~ printed 02-232001 <br />