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SEDCAD 4 for Windows <br />RnnvrinM loop _9nn7 0-to 1 Rnhwoh <br />u <br />Structure Summary; <br />Filename: PECOCO Pond_Operational_10Yr24Hr Re- Design_1109.sc4 <br />2.05.3- E2.D -1.6 <br />Printed 01 -08 -2010 <br />12/09 <br />Immediate <br />Contributing <br />Area <br />Total <br />Contributing <br />Area <br />(ac) <br />Peak <br />Discharge <br />WS) <br />Total <br />Runoff <br />Volume <br />(ac -ft) <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 />#19 <br />14.400 <br />14.400 <br />0.05 <br />0.04 <br />0.4 <br />8,706 <br />6.00 <br />5.35 <br />#18 <br />14.100 <br />14.100 <br />0.05 <br />0.04 <br />0.2 <br />3,560 <br />2.45 <br />2.19 <br />#20 <br />7.600 <br />36.100 <br />0.14 <br />0.10 <br />0.7 <br />5,746 <br />3.96 <br />3.47 <br />#15 <br />10.000 <br />10.000 <br />0.32 <br />0.06 <br />0.8 <br />17,967 <br />12.38 <br />6.00 <br />#14 <br />300.800 <br />300.800 <br />4.77 <br />1.02 <br />164.8 <br />526,855 <br />362.91 <br />69.55 <br />#11 <br />31.600 <br />31.600 <br />0.09 <br />0.07 <br />0.4 <br />4,723 <br />3.19 <br />2.87 <br />#9 <br />70.300 <br />70.300 <br />0.27 <br />0.20 <br />1.1 <br />4,757 <br />3.28 <br />2.92 <br />#10 <br />68.800 <br />139.100 <br />0.48 <br />0.36 <br />2.4 <br />5,614 <br />3.83 <br />3.38 <br />#12 <br />13.800 <br />184.500 <br />0.62 <br />0.47 <br />3.0 <br />6,435 <br />4.38 <br />3.20 <br />#7 <br />29.500 <br />29.500 <br />0.11 <br />0.08 <br />0.1 <br />742 <br />0.51 <br />0.46 <br />#5 <br />22.200 <br />22.200 <br />0.08 <br />0.06 <br />0.2 <br />2,944 <br />2.03 <br />1.81 <br />#1 <br />16.300 <br />16.300 <br />0.06 <br />0.05 <br />0.1 <br />2,552 <br />1.76 <br />1.57 <br />#3 <br />16.600 <br />32.900 <br />0.13 <br />0.09 <br />0.4 <br />3,200 <br />2. 20 <br />1.96 <br />#2 <br />1.400 <br />1.400 <br />0.00 <br />0.001 <br />0.0 <br />1 <br />0.00 <br />0.00 <br />#4 <br />72.500 <br />106.800 <br />0.34 <br />0.26 I F <br />1.8 <br />5,510 <br />3.73 <br />3.35 <br />#6 <br />52.400 <br />181.400 <br />0.62 <br />0.47 <br />2.6 <br />5,095 <br />3.47 <br />2.77 <br />#8 <br />83.800 <br />294.700 <br />0.98 <br />0.751 <br />4.2 <br />4,609 <br />3.13 <br />2.79 <br />#13 <br />84.700 <br />563.900 <br />1.84 <br />1.41 <br />9.1 <br />6,927 <br />4.70 <br />3.20 <br />##16 <br />0.000 <br />874.700 <br />5.09 <br />2.501 <br />174.7 <br />739,335 <br />508.86 <br />30.38 <br />#17 <br />4.500 <br />879.200 <br />8.25 <br />2.73 <br />329.2 <br />828,663 <br />570.64 <br />50.96 <br />In <br />#21 <br />Out <br />12.000 <br />927.300 <br />10.98 <br />6.94 <br />3.16' <br />3.58 i <br />330.2 <br />9.9 <br />659,641 <br />2,792 <br />454.25 <br />0.00 <br />47.10 <br />0.00 <br />Filename: PECOCO Pond_Operational_10Yr24Hr Re- Design_1109.sc4 <br />2.05.3- E2.D -1.6 <br />Printed 01 -08 -2010 <br />12/09 <br />