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SEDCAD 4 for Windows <br />r-,rinh} 1QQA-9M0 P-10 I q,h.unh <br />9 <br />Subwatershed Hydrology Detail; <br />Stru 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 />#2 1 <br />8.500 <br />0.176 <br />0.000 <br />0.000 <br />83.000 <br />F <br />7.61 <br />17.78 <br />0.669 <br />1.975 <br />2 25.600 0.421 0.000 0.000 83.000 F <br />3 <br />66.900 <br />0.370 <br />0.000 <br />0.000 <br />83.000 <br />F <br />48.53 <br />5.142 <br />Conc <br />101.000 <br />8. Large gullies, diversions, and low <br />73.08 <br />7.786 <br />Subwatershed Sedimentology Detail; <br />Subwatershed Time of Concentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Peak <br />Peak <br /># <br />Stru SWS <br />(ft) <br />(ft) <br />(fps) <br />Sediment <br />Sediment <br />Settleable <br />24VW <br /># # Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />alluvial valley fans <br />Conc. <br />Conc <br />8. Large gullies, diversions, and low <br />2.50 <br />(tons) <br />800.00 <br />4.740 <br />(MI/1) <br />flowing streams <br />(mg/1) <br />(ml/1) <br />1 <br />#2 1 0.320 <br />600.00 <br />4.17 <br />1.0000 <br />1.0000 <br />1 <br />98.5 <br />192,197 <br />83.82 <br />44.62 <br />2 0.320 <br />600.00 <br />2.50 <br />1.0000 <br />1.0000 <br />1 <br />120.2 <br />79,366 <br />30.36 <br />16.72 <br />3 0.320 <br />600.00 <br />3.33 <br />1.0000 <br />1.0000 <br />1 <br />469.3 <br />118,275 <br />46.40 <br />25.42 <br />#2 <br />3 <br />5. Nearly bare and untilled, and <br />3.33 <br />70.00 <br />2,100.02 <br />688.1 <br />116,678 <br />46.30 <br />24.93 <br />Subwatershed Time of Concentration Details; <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#2 <br />1 <br />5. Nearly bare and untilled, and <br />4.17 <br />40.00 <br />960.01 <br />2.040 <br />0.130 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />2.50 <br />20.00 <br />800.00 <br />4.740 <br />0.046 <br />flowing streams <br />#2 <br />1 <br />Time of Concentration: <br />0.176 <br />#2 <br />2 <br />S. Nearly bare and untilled, and <br />2.50 <br />60.00 <br />2,400,00 <br />1.580 <br />0.421 <br />alluvial valley fans <br />#2 <br />2 <br />Time of Concentration: <br />0.421 <br />#2 <br />3 <br />5. Nearly bare and untilled, and <br />3.33 <br />70.00 <br />2,100.02 <br />1.820 <br />0.320 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />2.38 <br />20.00 <br />840.00 <br />4.620 <br />0.050 <br />flowing streams <br />#2 <br />3 <br />Time of Concentration: <br />0.370 <br />Filename: Pond NHN-001 AS -BUILT 25YR EVENT 12.18.18.sc4 Printed 12-18-2018 <br />Appendix 2.05.3(4)-6 Page 29 December 2018 (TR -19) <br />