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SEDCAD 4 for Windows <br />r-,rinhf 100A -9n1n P-1. 1 CrhI-K <br />Subwatershed Hydrology Detail; <br />10 <br />Stru # <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of 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 />#1 <br />1 <br />8.700 <br />0.187 <br />0.000 <br />0.000 <br />86.000 <br />F <br />6.67 <br />0.588 <br />40.00 <br />1,220.00 <br />8.700 <br />0.187 <br />valley fans <br />6.67 <br />0.588 <br />#2 <br />8.700 <br />1 <br />Time of Concentration: <br />6.67 <br />0.588 <br />#3 <br />1 <br />3.700 <br />0.219 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.74 <br />0.247 <br />valley fans <br />12.400 <br />#3 <br />1 <br />9.29 <br />0.835 <br />#4 <br />1 <br />3.700 <br />0.326 <br />0.000 <br />0.000 <br />86.000 <br />F <br />2.44 <br />0.248 <br />1.810 <br />0.326 <br />16.100 <br />valley fans <br />11.71 <br />1.082 <br />#5 <br />1 <br />7.400 <br />0.301 <br />0.000 <br />0.000 <br />86.000 <br />F <br />5.00 <br />0.492 <br />5. Nearly bare and untilled, and alluvial <br />3.47 <br />23.500 <br />2,020.00 <br />1.860 <br />0.301 <br />16.64 <br />1.575 <br />#6 <br />1 <br />9.500 <br />0.358 <br />0.000 <br />0.000 <br />86.000 <br />F <br />6.06 <br />0.634 <br />0.301 <br />33.000 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.10 <br />70.00 <br />2,260.00 <br />22.68 <br />2.209 <br />#7 <br />33.000 <br />22.68 <br />2.209 <br />#8 <br />1 <br />14.600 <br />0.317 <br />0.000 <br />0.000 <br />86.000 <br />F <br />9.73 <br />0.977 <br />47.600 <br />32.30 <br />3.185 <br />#9 <br />1 <br />19.300 <br />0.306 <br />0.000 <br />0.000 <br />86.000 <br />F <br />12.99 <br />1.289 <br />66.900 <br />45.11 <br />4.474 <br />Subwatershed Time of Concentration Details; <br />Stru # <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity (fps) <br />Time (hrs) <br /># <br />(ft) <br />(ft) <br />#1 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.28 <br />40.00 <br />1,220.00 <br />1.810 <br />0.187 <br />valley fans <br />#1 <br />1 <br />Time of Concentration: <br />0.187 <br />#3 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.42 <br />50.00 <br />1,460.00 <br />1.850 <br />0.219 <br />valley fans <br />#3 <br />1 <br />Time of Concentration: <br />0.219 <br />#4 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.29 <br />70.00 <br />2,130.00 <br />1.810 <br />0.326 <br />valley fans <br />#4 <br />1 <br />Time of Concentration: <br />0.326 <br />#5 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.47 <br />70.00 <br />2,020.00 <br />1.860 <br />0.301 <br />valley fans <br />#5 <br />1 <br />Time of Concentration: <br />0.301 <br />#6 <br />1 <br />5. Nearly bare and untilled, and alluvial <br />3.10 <br />70.00 <br />2,260.00 <br />1.750 <br />0.358 <br />valley fans <br />#6 <br />1 <br />Time of Concentration: <br />0.358 <br />Filename: Pond NHN-001 East Ditch Evaluation_02.15.17.sc4 <br />Appendix 2.05.3(4)-7 Page 17 <br />Printed 02-15-2017 <br />February 2017 JR -15) <br />