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SEDCAD 4 for Windows <br />loon -9nin P—i. i <br />7 <br />Subwatershed Hydrology Detail; <br />Stru SWS <br />SWS Area <br />Time of <br />Musk K <br />Curve <br />Peak <br />Runoff <br /># <br />Sediment <br />Conc <br />Settleable <br />Musk X LI <br />Discharge <br />Volume <br /># # <br />(ac) <br />(hrs) <br />(hrs) <br />Number <br />(cfs) <br />(ac -ft) <br />#1 1 <br />4.300 <br />0.021 <br />0.000 <br />0.000 74.000 M <br />1.75 <br />0.125 <br />2 <br />0.700 <br />0.041 <br />0.000 <br />0.000 89.000 F <br />0.76 <br />0.059 <br />0.99 <br />5.000 <br />0.9000 1.0000 1 <br />1.3 <br />28,984 <br />2.50 <br />0.184 <br />Sub watershed Sedimentology Detail; <br />Subwatershed Time aConcentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Peak <br />Peak <br />Time (hrs) <br />Stru SWS <br /># <br />Sediment <br />Sediment <br />Settleable <br />24VW <br /># # Soil K L (ft) S(%) <br />C P PS # <br />3. Short grass pasture <br />Conc. <br />Conc <br />0.021 <br />#1 <br />1 <br />(tons) <br />(MI/1) <br />#1 <br />2 <br />5. Nearly bare and untilled, and <br />(mg/1) <br />(ml/1) <br />0.041 <br />#1 1 0.240 125.00 4.00 <br />0.0500 1.0000 1 <br />0.3 <br />3,555 <br />2.31 <br />0.99 <br />2 0.240 225.00 2.22 <br />0.9000 1.0000 1 <br />1.3 <br />28,984 <br />18.85 <br />10.13 <br />E <br />1.5 <br />23,242 <br />15.12 <br />3.94 <br />Subwatershed Time aConcentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) Vert. Dist. Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) (ft) <br />(fps) <br />#1 <br />1 <br />3. Short grass pasture <br />4.00 5.00 125.00 <br />1.600 <br />0.021 <br />#1 <br />1 <br />Time of Concentration: <br />0.021 <br />#1 <br />2 <br />5. Nearly bare and untilled, and <br />2.22 5.00 225.00 <br />1.490 <br />0.041 <br />alluvial valley fans <br />#1 <br />2 <br />Time of Concentration: <br />0.041 <br />Filename: Calamity Draw Pump Station.sc4 Printed 04-14-2015 <br />Section 4.05.18 Page 11 March 2015 JR -68) <br />