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SEDCAD 4 for Windows <br />f`nn..rinh11009 _9nn0 Dom. 1. 1 Crhuwh <br />Subwatershed Hydrology Detail: <br />12 <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 />( ) <br />Runoff <br />Volume <br />ac -ft <br />( ) <br />#66 <br />1 <br />9.800 <br />0.000 <br />0.000 <br />0.000 <br />85.000 <br />M <br />7.14 <br />0.532 <br />104.5 <br />258,294 <br />9,800 <br />57.32 <br />E <br />7.14 <br />0.532 <br />#50 <br />1 <br />34.500 <br />0.000 <br />0.000 <br />0.000 <br />85.000 <br />M <br />25.15 <br />1.872 <br />30.00 <br />1.0000 <br />34.500 <br />1 <br />2,283.7 <br />1,042,231 <br />446.73 <br />260.90 <br />25.15 <br />1.872 <br />#63 <br />1 <br />113.550 <br />0.075 <br />0.000 <br />0.000 <br />57.000 <br />S <br />0.18 <br />0.102 <br />#63 <br />2 <br />10.400 <br />0.000 <br />0.000 <br />0.000 <br />77.000 <br />M <br />4.18 <br />0.299 <br />90.60 <br />3 <br />11.400 <br />0.000 <br />0.000 <br />0.000 <br />77.000 <br />M <br />4.58 <br />0.327 <br />5.8 <br />32,570 <br />179.650 <br />6.10 <br />3 <br />0.300 <br />150.00 <br />25.51 <br />2.135 <br />Subwatershed Sedimentology Detail: <br />Stru <br /># <br />SWS <br /># <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 />(MI/1) <br />#66 <br />1 <br />0.300 <br />200.00 <br />10.00 <br />1.0000 <br />0.9000 <br />1 <br />104.5 <br />258,294 <br />110.71 <br />57.32 <br />E <br />8. Large gullies, diversions, and low <br />9.87 22.70 <br />104.5 <br />258,294 <br />110.71 <br />57.32 <br />#50 <br />1 <br />0.300 <br />300.00 <br />30.00 <br />1.0000 <br />0.9000 <br />1 <br />2,283.7 <br />1,042,231 <br />446.73 <br />260.90 <br />0.075 <br />Y, <br />2,283.7 <br />1,042,231 <br />446.73 <br />260.90 <br />#63 <br />1 <br />0.300 <br />250.00 <br />30.00 <br />1.0000 <br />1.0000 <br />1 <br />28.1 <br />211,363 <br />90.60 <br />80.56 <br />2 <br />0.300 <br />150.00 <br />30.00 <br />0.0700 <br />0.3800 <br />1 <br />5.8 <br />32,570 <br />13.96 <br />6.10 <br />3 <br />0.300 <br />150.00 <br />30.00 <br />0.0700 <br />0.3800 <br />1 <br />6.5 <br />32,926 <br />14.11 <br />6.17 <br />E <br />223.8 <br />169,382 <br />12.73 <br />5.53 <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope ( %) Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#63 <br />1 <br />5. Nearly bare and untilled, and <br />33.45 485.00 <br />1,450.00 <br />5.780 <br />0.069 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />9.87 22.70 <br />230.00 <br />9.420 <br />0.006 <br />flowing streams <br />#63 <br />1 <br />Time of Concentration: <br />0.075 <br />Filename: WestTen24.090209.sc4 Printed 09 -02 -2009 <br />Exh. 7- 20C -78 Revision Date: 9/02/09 <br />Revision No.: TR -82 <br />