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SEDCAD 4 for Windows <br />Rnnvrinh4 9008 Al19l1 Pamnla I GMuoh <br />14 <br />Subwatershed Hydrology Detail; <br />Stru # <br />SSS <br />SWS Area <br />(ac) <br />Time of Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk <br />Curve <br />Number <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#7 <br />1 <br />8.700 <br />0.191 <br />0.000 <br />0.000 <br />86.000 <br />F <br />6.64 <br />0.587 <br />24.7 <br />58,099 <br />8.700 <br />19.33 <br />E <br />6.64 <br />0.587 <br />#6 <br />1 <br />1.600 <br />0.080 <br />0.000 <br />0.000 <br />86.000 <br />F <br />1.48 <br />0.113 <br />4.76 <br />1.0000 <br />10.300 <br />1 <br />11.4 <br />136,213 <br />88.59 <br />46.51 <br />7.68 <br />0.699 <br />#5 <br />1 <br />9.200 <br />0.100 <br />0.000 <br />0.000 <br />86.000 <br />F <br />8.53 <br />0.650 <br />#5 <br />1 <br />9.200 <br />150.00 <br />4.11 <br />1.0000 <br />1.0000 <br />1 <br />8.53 <br />0.650 <br />#4 <br />1 <br />15.300 <br />0.132 <br />0.000 <br />0.000 <br />86.000 <br />F <br />11.95 <br />1.043 <br />49.9 <br />104,831 <br />24.500 <br />35.60 <br />#4 <br />1 <br />0.320 <br />250.00 <br />19.72 <br />1.693 <br />#1 <br />1 <br />2.155 <br />0.021 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.00 <br />0.152 <br />2.155 <br />153.7 <br />122,705 <br />78.61 <br />41.27 <br />2.00 <br />0.152 <br />#2 <br />1 <br />44.200 <br />0.202 <br />0.000 <br />0.000 <br />86.000 <br />F <br />33.22 <br />2.953 <br />81.155 <br />60.40 <br />5.498 <br />#3 <br />0.00 <br />81.155 <br />1 <br />0.320 <br />600.00 <br />4.94 <br />1.0000 <br />2.48 <br />5.335 <br />Subwatershed Sedimentology Detail; <br />Stru # <br />S S <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 />#7 <br />1 <br />0.320 <br />350.00 <br />2.04 <br />1.0000 <br />1.0000 <br />1 <br />24.7 <br />58,099 <br />36.83 <br />19.33 <br />E <br />24.7 <br />58,099 <br />36.83 <br />19.33 <br />#6 <br />1 <br />0.320 <br />300.00 <br />4.76 <br />1.0000 <br />1.0000 <br />1 <br />11.4 <br />136,213 <br />88.59 <br />46.51 <br />E <br />36.2 <br />72,062 <br />46.05 <br />23.81 <br />#5 <br />1 <br />0.320 <br />150.00 <br />4.11 <br />1.0000 <br />1.0000 <br />1 <br />49.9 <br />104,831 <br />68.18 <br />35.60 <br />49.9 <br />104,831 <br />68.18 <br />35.60 <br />#4 <br />1 <br />0.320 <br />250.00 <br />4.12 <br />1.0000 <br />1.0000 <br />1 <br />103.8 <br />132,770 <br />84.44 <br />44.75 <br />153.7 <br />122,705 <br />78.61 <br />41.27 <br />#1 <br />1 <br />0.320 <br />5.00 <br />1.00 <br />0.0500 <br />0.0001 <br />1 <br />0.0 <br />0 <br />0.00 <br />0.00 <br />0.0 <br />0 <br />0.00 <br />0.00 <br />#2 <br />1 <br />0.320 <br />600.00 <br />4.94 <br />1.0000 <br />1.0000 <br />1 <br />612.5 <br />261,807 <br />165.61 <br />89.11 <br />802.4 <br />201,792 <br />128.02 <br />64.30 <br />Filename: Pond NHN-002 DESIGN 10YR EVENT 02.15.17.sc4 <br />Printed 02-15-2017 <br />Appendix 2.05.3(4)-8 Page 17 February 2017 JR -15) <br />