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SEDCAD 4 for Windows <br />(`nnvrin h4 loon _9M 11 Pomolo I Crhu��h <br />13 <br />Subwatershed Hydrology Detail; <br />Stru # <br />S#SMusk <br />SWS Area <br />(ac) <br />Time of Conc <br />(hrs) <br />Musk K <br />(hrs) <br />X <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 />13.25 <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 />64.15 <br />33.68 <br />7.68 <br />0.699 <br />#4 <br />1 <br />6.300 <br />0.142 <br />0.000 <br />0.000 <br />86.000 <br />F <br />4.92 <br />0.429 <br />#4 <br />1 <br />6.300 <br />300.00 <br />4.25 <br />1.0000 <br />1.0000 <br />1 <br />4.92 <br />0.429 <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 />43.3 <br />134,520 <br />2.155 <br />31.31 <br />#1 <br />1 <br />0.320 <br />5.00 <br />2.00 <br />0.152 <br />#2 <br />1 <br />43.600 <br />0.202 <br />0.000 <br />0.000 <br />86.000 <br />F <br />32.77 <br />2.913 <br />62.355 <br />0.0 <br />0 <br />0.00 <br />0.00 <br />45.00 <br />4.194 <br />#3 <br />600.00 <br />62.355 <br />1.0000 <br />1.0000 <br />1 <br />603.2 <br />261,423 <br />2.14 <br />4.126 <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/1) <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 />25.23 <br />13.25 <br />E <br />24.7 <br />58,099 <br />25.23 <br />13.25 <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 />64.15 <br />33.68 <br />E <br />36.2 <br />72,062 <br />32.13 <br />16.61 <br />#4 <br />1 <br />0.320 <br />300.00 <br />4.25 <br />1.0000 <br />1.0000 <br />1 <br />43.3 <br />134,520 <br />59.06 <br />31.31 <br />71 <br />43.3 <br />134,520 <br />59.06 <br />31.31 <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 />E <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 />603.2 <br />261,423 <br />112.77 <br />60.68 <br />682.7 <br />216,749 <br />93.77 <br />48.61 <br />#3 <br />94.5 <br />18,023 <br />0.00 <br />0.00 <br />Subwatershed Time of Concentration Details; <br />Filename: Pond NHN-002 DESIGN 10YR EVENT_05.10.18.sc4 Printed 05-10-2018 <br />Appendix 2.05.3(4)-9 Page 16 March 2018 (TR -16) <br />