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• <br />SEDCAD 4 for Windows <br />45 <br />Subwatershed Hydrology Detail; <br />L ` <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />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 />#9 <br />1 <br />168.100 <br />0.190 <br />0.000 <br />0.000 <br />63.000 <br />M <br />11.03 <br />2.040 <br />168.100 <br />11.03 <br />2.040 <br />#8 <br />1 <br />122.800 <br />0.097 <br />0.000 <br />0.000 <br />63.000 <br />M <br />20.93 <br />1.848 <br />290.900 <br />24.40 <br />3.888 <br />#7 <br />1 <br />159.700 <br />0.113 <br />0.000 <br />0.000 <br />63.000 <br />M <br />27.22 <br />2.403 <br />450.600 <br />39.25 <br />6.291 <br />#6 <br />1 <br />2.400 <br />0.005 <br />0.016 <br />0.430 <br />63.000 <br />M <br />0.41 <br />0.036 <br />453.000 <br />39.66 <br />6.327 <br />#5 <br />1 <br />103.400 <br />0.038 <br />01000 <br />0.000 <br />91.000 <br />M <br />147.65 <br />12.308 <br />2 <br />25.000 <br />0.062 <br />0.058 <br />0.400 <br />63.000 <br />M <br />4.26 <br />0.376 <br />3 <br />18.400 <br />0.016 <br />0.048 <br />0.415 <br />63.000 <br />M <br />3.14 <br />0.277 <br />146.800 <br />153.71 <br />12.961 <br />#4 <br />1 <br />53.000 <br />0.031 <br />0.000 <br />01000 <br />63.000 <br />M <br />9.03 <br />0.797 <br />652.800 <br />202.40 <br />20.086 <br />#3 <br />1 <br />25.900 <br />0.020 <br />0.000 <br />0.000 <br />63.000 <br />M <br />4.41 <br />0.390 <br />2 <br />207.200 <br />0.151 <br />0400 <br />0.000 <br />73.000 <br />M <br />63.81 <br />6.495 <br />885.900 <br />257.13 <br />26.971 <br />#41 <br />1 <br />25.600 <br />0.029 <br />0.000 <br />0.000 <br />91.000 <br />M <br />36.56 <br />3.047 <br />25.600 <br />36.56 <br />3.047 <br />#40 <br />1. <br />79.500 <br />0.063 <br />0.000 <br />0.000 <br />91.000 <br />M <br />113.52 <br />9.463 <br />2 <br />5.200 <br />0.027 <br />0.031 <br />0.437 <br />63.000 <br />M <br />0.89 <br />0.078 <br />84.700 <br />114.41 <br />9.541 <br />#39 <br />1 <br />52.200 <br />0.044 <br />0.000 <br />0.000 <br />9 1.000 <br />M <br />74.54 <br />6.213 <br />2 <br />38.800 <br />0.064 <br />0.035 <br />0.4 <br />41.000 <br />M <br />0.00 <br />0.000 <br />E <br />91.000 <br />74.54 <br />6.213 <br />#38 <br />�, <br />91.000 <br />71.54 <br />6.213 <br />#37 <br />91.000 <br />71.54 <br />6.213 <br />#36 <br />91.000 <br />71.54 <br />6.213 <br />#35 <br />1 <br />27.400 <br />0.033 <br />0.000 <br />0.000 <br />91.000 <br />M <br />39.13 <br />3.261 <br />2 <br />76.600 <br />0.128 <br />0.044 <br />0.411 <br />63.000 <br />M <br />5.37 <br />0,939 <br />104.000 <br />40.68 <br />4.200 <br />#34 <br />1 <br />22.900 <br />0.016 <br />0.000 <br />0.000 <br />91.000 <br />M <br />32.70 <br />2.726 <br />Filename: 25- year_Collom_Ponds (Without Riser).sc4 Printed 01- 20.2009 <br />Exh. 7- 23A -1.06 Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />