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SEDCAD 4 for Windows <br />(`--i. hf 1 OGA -9!N!1 P -i. 1 Ghu.ah <br />46 <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />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 />#13 <br />1 <br />2 <br />3.200 <br />3.100 <br />0.037 <br />0.037 <br />0.000 <br />0.000 <br />0.000 62.000 <br />0.000 62.000 <br />M <br />M <br />0.01 <br />0.004 <br />0.01 <br />1.76 <br />0.05 <br />0.004 <br />1.357 <br />0.039 <br />602.800 <br />28.62 <br />28.62 <br />#14 1 13.700 0.084 0.019 0.432 <br />62.000 M <br />E <br />1 <br />616.500 <br />12.2 <br />1.81 <br />1.396 <br />#16 <br />1 <br />6.000 <br />0.029 <br />0.000 <br />0.000 62.000 <br />M <br />0.02 <br />0.017 <br />10.2 <br />393,534 <br />629.700 <br />116.74 <br />2', <br />1.85 <br />1.426 <br />#32 <br />1 <br />13.600 <br />0.037 <br />0.000 <br />0.000 62.000 <br />F <br />0.05 <br />0.038 <br />1.00 <br />1.00 <br />958.600 <br />1.0000 <br />1 <br />0.1 <br />195 <br />0.13 <br />3.27 <br />3.037 <br />#33 <br />1 <br />0.700 <br />0.031 <br />0.000 <br />0.000 86.000 <br />F <br />0.49 <br />0.035 <br />0.13 <br />0.07 <br />959.300 <br />1 <br />0.250 <br />290.00 <br />25.00 <br />0.0340 <br />2.89 <br />3.050 <br />#37 <br />1 <br />2.600 <br />0.021 <br />0.000 <br />0.000 86.000 <br />M <br />1.82 <br />0.136 <br />972.700 <br />1.7 <br />19,616 <br />13.52 <br />6.56 <br />#27 <br />4.98 <br />3.586 <br />Subwatershed Sedimentology Detail; <br />Stru <br /># <br />SWS <br /># <br />Soil K <br />L (ft) <br />S ( %) <br />C <br />P <br />PS # <br />Sediment <br />(tons) <br />Peak <br />Sediment <br />Conc. <br />(mg /1) <br />Peak <br />Settleable <br />Conc <br />(ml /1) <br />24VW <br />(m1/1) <br />#34 <br />1 <br />0.290 <br />225.00 <br />2.50 <br />1.0000 <br />1.0000 <br />1 <br />12.2 <br />12.2 <br />44,835 <br />44,835 <br />28.62 <br />28.62 <br />15.77 <br />15.77 <br />#35 <br />E <br />1 <br />12.2 <br />44,835 <br />28.62 <br />15.77 <br />#36 <br />1 <br />0.260 <br />400.00 <br />17.50 <br />0.5220 <br />1.0000 <br />1 <br />10.2 <br />393,534 <br />271.16 <br />116.74 <br />2', <br />22.1 <br />122,772 <br />80.83 <br />26.17 <br />#31 <br />1 <br />0.240 <br />1.00 <br />1.00 <br />0.0430 <br />1.0000 <br />1 <br />0.1 <br />195 <br />0.13 <br />0.07 <br />Y; <br />0.1 <br />195 <br />0.13 <br />0.07 <br />#28 <br />1 <br />0.250 <br />290.00 <br />25.00 <br />0.0340 <br />1.0000 <br />1 <br />1.7 <br />19,616 <br />13.52 <br />6.56 <br />1.7 <br />19,616 <br />13.52 <br />6.56 <br />#27 <br />1 <br />0.240 <br />350.00 <br />15.00 <br />0.0430 <br />1.0000 <br />1 <br />0.9 <br />4,354 <br />2.93 <br />2.64 <br />0.9 <br />4,354 <br />2.93 <br />2.64 <br />#29 <br />2.7 <br />19,616 <br />13.40 <br />4.33 <br />#24 <br />1 <br />0.240 <br />100.00 <br />30.00 <br />0.0430 <br />1.0000 <br />1 <br />0.2 <br />4,069 <br />2.80 <br />2.30 <br />0.2 <br />4,069 <br />2.80 <br />2.30 <br />Filename: Upper Sump 10yr.sc4 Printed 03 -05 -2012 <br />