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SEDCAD 4 for Windows <br />1aaA _9nin D -t. 1 Gh,•,oh <br />©' <br />Subwatershed Hydrology Detail; <br />Stru # <br />S#S(ac) <br />SWS Area <br />Time of Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#1 <br />1 <br />1.600 <br />0.046 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.48 <br />0.113 <br />Sediment <br />E <br />1.600 <br />24VW <br />Stru # <br />Soil K <br />L (ft) <br />1.48 <br />0.113 <br />#2 <br />1 <br />2.100 <br />0.040 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.95 <br />0.148 <br />#2 <br />1 <br />3.700 <br />(tons) <br />(ml/1) <br />3.43 <br />0.261 <br />#3 <br />1 <br />1.600 <br />0.091 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.48 <br />0.113 <br />#1 <br />Y. <br />5.300 <br />150.00 <br />4.29 <br />1.0000 <br />1.0000 <br />1 <br />4.91 <br />0.374 <br />Subwatershed Sedimentology Detail; <br />Subwatershed Time of Concentration Details; <br />Stru # <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Time (hrs) <br />Peak <br />Peak <br />S#S <br />#1 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />Sediment <br />Sediment <br />Settleable <br />24VW <br />Stru # <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />#1 <br />Conc. <br />Conc <br />0.046 <br />#2 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />(tons) <br />(ml/1) <br />valley fans <br />5.71 <br />20.00 <br />350.00 <br />2.390 <br />0.040 <br />#2 <br />(mg/1) <br />(ml/1) <br />#1 <br />1 <br />0.320 <br />150.00 <br />4.29 <br />1.0000 <br />1.0000 <br />1 <br />7.3 <br />89,078 <br />41.95 <br />21.91 <br />E <br />valley fans <br />3.33 <br />20.00 <br />600.00 <br />1.820 <br />0.091 <br />7.3 <br />89,078 <br />41.95 <br />21.91 <br />#2 <br />1 <br />0.320 <br />150.00 <br />5.71 <br />1.0000 <br />1.0000 <br />1 <br />13.0 <br />119,088 <br />56.08 <br />29.36 <br />E <br />20.4 <br />106,203 <br />50.02 <br />26.16 <br />#3 <br />1 <br />0.320 <br />300.00 <br />3.33 <br />1.0000 <br />1.0000 <br />1 <br />6.2 <br />75,337 <br />35.48 <br />18.50 <br />26.5 <br />96,968 <br />45.67 <br />23.86 <br />Subwatershed Time of Concentration Details; <br />Stru # <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Time (hrs) <br />#1 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />4.29 <br />15.00 <br />350.00 <br />2.070 <br />0.046 <br />#1 <br />1 <br />Time of Concentration: <br />0.046 <br />#2 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />5.71 <br />20.00 <br />350.00 <br />2.390 <br />0.040 <br />#2 <br />1 <br />Time of Concentration: <br />0.040 <br />#3 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />valley fans <br />3.33 <br />20.00 <br />600.00 <br />1.820 <br />0.091 <br />#3 <br />1 <br />Time of Concentration: <br />0.091 <br />Filename: Appendix 2.05.3(4)-11 Pond NHN-001 East Ditch Extension.sc4 Printed 05-18-2018 <br />Appendix 2.05.3(4)-11 Page 1 l June 2018 JR -17) <br />