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SEDCAD 4 for Windows <br />r'— ... inhf 100A _901A P-1. I Crh,.i.h <br />7 <br />Subwatershed Hydrology Detail; <br />SSS <br />SWS Area <br />Time of Conc <br />Musk K <br />Curve <br />Peak <br />Runoff <br />Stru # <br />Sediment <br />Sediment <br />Settleable <br />Musk X UHS <br />Discharge <br />Volume <br />0.007 <br />(ac) <br />(hrs) <br />(hrs) <br />Number <br />0.007 <br />(tons) <br />2 <br />Time of Concentration: <br />(MI/1) <br />0.007 <br />(cfs) <br />(ac -ft) <br />#1 1 <br />0.300 <br />0.007 <br />0.000 <br />0.000 85.000 F <br />0.26 <br />0.015 <br />2 <br />0.390 <br />0.007 <br />0.000 <br />0.000 74.000 M <br />0.16 <br />0.007 <br />E <br />0.690 <br />0.6 <br />32,566 <br />15.34 <br />1 0.42 <br />0.022 <br />Subwatershed Sedimentology Detail; <br />Subwatershed Time of Concentration Details; <br />Stru # <br />S#S <br />Land Flow Condition <br />Peak <br />Peak <br />#1 <br />SWS <br />7. Paved area and small upland gullies <br />Sediment <br />Sediment <br />Settleable <br />24VW <br />Stru # # Soil K L (ft) S(%) C <br />P PS # <br />0.007 <br />Conc. <br />Conc <br />3. Short grass pasture <br />2.86 1.00 35.00 1.350 <br />0.007 <br />(tons) <br />2 <br />Time of Concentration: <br />(MI/1) <br />0.007 <br />(mg/1) <br />(ml/1) <br />#1 1 0.320 95.00 3.16 1.0000 <br />1.0000 1 <br />0.6 <br />45,664 <br />21.50 <br />13.59 <br />2 0.320 35.00 2.86 0.1000 <br />1.0000 1 <br />0.0 <br />4,121 <br />1.94 <br />1.12 <br />E <br />0.6 <br />32,566 <br />15.34 <br />9.67 <br />Subwatershed Time of Concentration Details; <br />Stru # <br />S#S <br />Land Flow Condition <br />Slope (%) Vert. Dist. Horiz,Dist. Velocity (fps) <br />(ft) (ft) <br />Time (hrs) <br />#1 <br />1 <br />7. Paved area and small upland gullies <br />3.16 3.00 95.00 3.570 <br />0.007 <br />#1 <br />1 <br />Time of Concentration: <br />0.007 <br />#1 <br />2 <br />3. Short grass pasture <br />2.86 1.00 35.00 1.350 <br />0.007 <br />#1 <br />2 <br />Time of Concentration: <br />0.007 <br />Filename: Attachment 2.05.3(3)-34 Engineering Office Effluent Demonstration.sc4 Printed 06-10-2016 <br />Attachment 2.05.3(3)-34 Page 8 Revised: June 2016 (TR -73) <br />