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SEDCAD 4 for Windows <br />loon ?nln o-i� i Q. k, -K <br />13 <br />Subwatershed Hydrology Detail; <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 />#3 <br />1 <br />5.950 <br />0.043 <br />0.000 <br />0.000 <br />83.000 <br />M <br />4.65 <br />0.344 <br />17.9 <br />2 <br />0.760 <br />0.000 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.00 <br />0.000 <br />0.3800 <br />1 <br />6.710 <br />1 <br />0.00 <br />0.00 <br />4.65 <br />0.344 <br />#5 <br />6.710 <br />17.9 <br />74,702 <br />35.18 <br />17.66 <br />4.65 <br />0.344 <br />#4 <br />1 <br />100.000 <br />0.000 <br />0.000 <br />0.000 <br />74.000 <br />M <br />40.62 <br />2.911 <br />#4 <br />1 <br />100.000 <br />200.00 <br />0.10 <br />0.0100 <br />0.3800 <br />1 <br />40.62 <br />2.911 <br />#2 <br />1 <br />30.900 <br />0.291 <br />0.000 <br />0.000 <br />83.000 <br />M <br />13.06 <br />1.429 <br />0.1 <br />2 <br />7.110 <br />0.118 <br />0.000 <br />0.000 <br />83.000 <br />M <br />5.56 <br />0.411 <br />0.3800 <br />3 <br />17.760 <br />0.173 <br />0.000 <br />0.000 <br />83.000 <br />M <br />8.78 <br />0.834 <br />3.70 <br />4 <br />3.340 <br />0.031 <br />0.000 <br />0.000 <br />83.000 <br />M <br />2.61 <br />0.193 <br />0.300 <br />5 <br />1.140 <br />0.006 <br />0.000 <br />0.000 <br />57.000 <br />M <br />0.00 <br />0.000 <br />4 <br />166.960 <br />200.00 <br />7.90 <br />0.8000 <br />0.3800 <br />1 <br />34.19 <br />6.123 <br />#1 <br />14.08 <br />166.960 <br />5 <br />0.300 <br />108.00 <br />32.30 <br />0.8000 <br />2.87 <br />8.203 <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/0 <br />Peak <br />Settleable <br />Conc <br />(ml/1) <br />24VW <br />(ml/1) <br />#3 <br />1 <br />0.300 <br />200.00 <br />8.80 <br />0.8000 <br />0.3800 <br />1 <br />17.9 <br />74,702 <br />35.18 <br />17.66 <br />2 <br />0.300 <br />200.00 <br />8.80 <br />0.0700 <br />0.3800 <br />1 <br />0.0 <br />1 <br />0.00 <br />0.00 <br />17.9 <br />74,702 <br />35.18 <br />17.66 <br />#5 <br />17.9 <br />74,702 <br />35.18 <br />17.66 <br />#4 <br />1 <br />0.300 <br />200.00 <br />0.10 <br />0.0100 <br />0.3800 <br />1 <br />0.1 <br />47 <br />0.02 <br />0.01 <br />0.1 <br />47 <br />0.02 <br />0.01 <br />#2 <br />1 <br />0.300 <br />200.00 <br />2.30 <br />0.8000 <br />0.3800 <br />1 <br />17.6 <br />17,015 <br />5.80 <br />3.08 <br />2 <br />0.300 <br />200.00 <br />3.70 <br />0.8000 <br />0.3800 <br />1 <br />7.4 <br />26,329 <br />12.40 <br />6.19 <br />3 <br />0.300 <br />200.00 <br />2.90 <br />0.8000 <br />0.3800 <br />1 <br />12.8 <br />21,646 <br />8.19 <br />4.23 <br />4 <br />0.300 <br />200.00 <br />7.90 <br />0.8000 <br />0.3800 <br />1 <br />8.0 <br />59,648 <br />28.09 <br />14.08 <br />5 <br />0.300 <br />108.00 <br />32.30 <br />0.8000 <br />0.3800 <br />1 <br />0.0 <br />1 <br />0.00 <br />0.00 <br />63.7 <br />29,127 <br />12.12 <br />3.16 <br />#1 <br />21.2 <br />3,552 <br />0.15 <br />0.11 <br />Filename: Pond 013 Postmine 10 24 sed w 1000 gpm higher.sc4 <br />Attachment 2.05.3(3)-32 <br />Page 19 <br />Printed 03-09-2016 <br />Revision Date: 03/09/2016 <br />Revision No.: TR -70 <br />