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SEDCAD 4 for Windows <br />Cnm,ri,Hf 1009 _9nn7 0-in i QnH, -h <br />24 <br />1 � <br />u <br />• <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 />Peak <br />Settleable <br />Conc <br />(ml /1) <br />24VW <br />(ml /1) <br />5.900 <br />1 <br />0.550 <br />200.00 <br />2.00 <br />1.0000 <br />5.23 <br />0.446 <br />#3 <br />1 <br />3.600 <br />0.100 <br />0.000 <br />0.000 <br />62.000 <br />M <br />0.23 <br />0.033 <br />3.600 <br />73,705 <br />50.27 <br />26.94 <br />#19 <br />1 <br />0.23 <br />0.033 <br />#1 <br />1 <br />1.500 <br />0.037 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.51 <br />0.115 <br />0.550 <br />300.00 <br />1.500 <br />1.0000 <br />1.0000 <br />1 <br />520.9 <br />1,012,244 <br />1.51 <br />0.115 <br />#2 <br />1 <br />5.800 <br />0.049 <br />0.000 <br />0.0 00 <br />74.000 <br />M <br />2.68 <br />0.192 <br />671.42 <br />331.49 <br />7.300 <br />1 <br />0.240 <br />300.00 <br />30.00 <br />0.0430 <br />4.12 <br />0.307 <br />#4 <br />1 <br />1.600 <br />0.040 <br />0.000 <br />0.000 <br />91.000 <br />F <br />2.03 <br />0.166 <br />1.0000 <br />2 <br />1.600 <br />0.049 <br />0.000 <br />0.000 <br />91.000 <br />F <br />2.03 <br />0.166 <br />14.100 <br />8.40 <br />0.672 <br />#5 <br />1 <br />1.400 <br />0.041 <br />0.000 <br />0.000 <br />91.000 <br />F <br />1.77 <br />0.145 <br />15.500 <br />10.17 <br />0.818 <br />#8 <br />1 <br />2.100 <br />0.095 <br />0.000 <br />0.000 <br />89.000 <br />F <br />2.44 <br />0.194 <br />23.500 <br />16.77 <br />1.458 <br />#15 <br />45.600 <br />31.04 <br />2.609 <br />#16 <br />1 <br />1.600 <br />0.122 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.61 <br />0.123 <br />47.200 <br />29.30 <br />2.732 <br />#18 <br />49.400 <br />30.21 <br />2.935 <br />#23 <br />1 <br />16.900 <br />0.040 <br />0.000 <br />0.000 <br />66.000 <br />M <br />3.10 <br />0.258 <br />2 <br />4.300 <br />0.005 <br />0.000 <br />0.000 <br />89.000 <br />M <br />4.99 <br />0.398 <br />101.800 <br />44.42 <br />4.747 <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 />(ml /1) <br />#21 <br />1 <br />0.550 <br />200.00 <br />2.00 <br />1.0000 <br />1.0000 <br />1 <br />15.9 <br />73,705 <br />50.27 <br />26.95 <br />15.9 <br />73,705 <br />50.27 <br />26.94 <br />#19 <br />1 <br />0.240 <br />300.00 <br />20.00 <br />0.0430 <br />1.0000 <br />1 <br />1.3 <br />11,356 <br />6.90 <br />4.46 <br />2 <br />0.550 <br />300.00 <br />20.00 <br />1.0000 <br />1.0000 <br />1 <br />520.9 <br />1,012,244 <br />687.85 <br />417.99 <br />1 <br />522.2 <br />988,357 <br />671.42 <br />331.49 <br />#20 <br />1 <br />0.240 <br />300.00 <br />30.00 <br />0.0430 <br />1.0000 <br />1 <br />0.2 <br />52,552 <br />36.21 <br />19.35 <br />2 <br />0.290 <br />300.00 <br />30.00 <br />1.0000 <br />1.0000 <br />1 <br />21.1 <br />759,960 <br />523.64 <br />344.28 <br />Filename: Coal Stockpile Sump Designs_25Y241-1r 1109.sc4 <br />2.05.3 -E2. E -2.24 <br />Printed 12 -17 -2009 <br />12/09 <br />