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• <br />SEDCAD 4 for Windows <br />r,,,. ... „tir loon-onin p -i. i <br />12 <br />Subwatershed Hydrology Detail; <br />SWS Area Time of Conc Musk K Curve Peak Runoff <br />Stru # <br />Subwatershed Sedimentology Detail; <br />Stru # <br />SWS <br />SWS <br />(ac) <br />(hrs) <br />(hrs) <br />X <br />Number <br />UHS <br />Discharge <br />(cfs) <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 />9.08 <br />0.803 <br />35.2 <br />59,765 <br />8.700 <br />13.90 <br />9.08 <br />0.803 <br />#6 <br />1 <br />2.100 <br />0.080 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.60 <br />0.203 <br />4.76 <br />1.0000 <br />10.800 <br />1 <br />21.7 <br />140,779 <br />66.30 <br />35.51 <br />11.17 <br />1.006 <br />#4 <br />1 <br />6.700 <br />0.142 <br />0.000 <br />0.000 <br />86.000 <br />F <br />7.16 <br />0.625 <br />#4 <br />1 <br />6.700 <br />300.00 <br />4.25 <br />1.0000 <br />1.0000 <br />1 <br />7.16 <br />0.625 <br />#2 <br />1 <br />43.200 <br />0.202 <br />0.000 <br />0.000 <br />86.000 <br />F <br />44.46 <br />3.952 <br />66.0 <br />139,134 <br />60.700 <br />33.02 <br />#2 <br />1 <br />0.320 <br />600.00 <br />61.20 <br />5.583 <br />#3 <br />1 <br />60.700 <br />268,074 <br />116.97 <br />63.47 <br />12.39 <br />5.582 <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 />35.2 <br />59,765 <br />26.25 <br />13.90 <br />35.2 <br />59,765 <br />26.25 <br />13.90 <br />#6 <br />1 <br />0.320 <br />300.00 <br />4.76 <br />1.0000 <br />1.0000 <br />1 <br />21.7 <br />140,779 <br />66.30 <br />35.51 <br />56.9 <br />78,389 <br />35.38 <br />18.34 <br />#4 <br />1 <br />0.320 <br />300.00 <br />4.25 <br />1.0000 <br />1.0000 <br />1 <br />66.0 <br />139,134 <br />61.74 <br />33.02 <br />66.0 <br />139,134 <br />61.74 <br />33.02 <br />#2 <br />1 <br />0.320 <br />600.00 <br />4.94 <br />1.0000 <br />1.0000 <br />1 <br />848.7 <br />268,074 <br />116.97 <br />63.47 <br />971.6 <br />223,116 <br />97.66 <br />52.37 <br />#3 <br />1 173.0 <br />27,033 <br />0.00 <br />0.00 <br />Subwatershed Time of Concentration Details; <br />Stru # SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity (fps) Time (hrs) <br /># (ft) (ft) <br />#2 1 5. Nearly bare and untilled, and alluvial 4.94 80.00 1,620.02 2.220 0.20 <br />valley fans <br />#2 1 Time of Concentration: 0.207 <br />Filename: Pond NHN-002 DESIGN 25YR EVENT_5.31.18.sc4 <br />Appendix 2.05.3(4)-8 Page 27 <br />Printed 05-31-2018 <br />June 2018 JR -17) <br />