Laserfiche WebLink
SEDCAD 4 for Windows <br />(:nnvrinhf ~~°0. AM7 P~mch I Gh.•roh <br />/o Defail; <br />5u6watershed Hydro gy <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) (hrs) (hrs) Number (~s) (ac-ft) <br />#2 1 26.300 0.098 0.000 0.000 71.000 M 4.22 0.343 <br /> 26.300 4.22 0.343 <br />#1 1 17.200 0.087 0.000 0.000 71.000 M 2.76 0.225 <br /> 17.200 2.76 0.225 <br />#3 1 1.900 0.022 0.000 0.000 71.000 M 0.31 0.025 <br /> 2 0.300 0.000 0.000 0.000 99.000 F 0.39 0.033 <br /> 45.700 7.68 0.626 <br />Subwatershed 5edimento/ogy Detail; <br /> <br /> <br /> <br />St#ru <br /> <br />S#S <br /> <br />Soil K <br /> <br />L (ft) <br /> <br />S (%) <br /> <br />C <br /> <br />P <br /> <br />PS # <br />Sediment <br />(tons) Peak <br />Sediment <br />Conc. <br />(mg/I) Peak <br />Settleable <br />Conc <br />(ml/I) <br />24VW <br />(ml/I) <br />#2 1 0.320 300.00 16.00 0.0420 1.0000 1 8.0 44,381 21.78 8.32 <br /> 8.0 44,381 21.78 8.32 <br />#1 1 0.320 300.00 15.00 0.042D 1.OOD0 1 4.6 39,031 19.15 7 31 <br /> 4.6 39,031 19.15 7.31 <br />#3 1 0.320 200.00 30.00 0.0420 1.0000 1 0.7 51,301 25.17 9.63 <br /> 2 0.001 1.00 1.00 0.0005 1.0000 1 0.0 0 0.00 0.00 <br /> 13.2 40,529 19.89 7.58 <br />Subwatershed ~irne of Concentration Details: <br />CJ <br />Stru SWS <br />Land Flow Condition ° <br />Slope (/o) Vert. Dist. <br />(ft) Horiz. Dist. <br />(ft) Velocity <br />(fps) Time (hrs) <br /># # <br />#1 1 3. Short grass pasture 17.50 70.00 400.00 3.340 0.033 <br /> 6. Grassed waterway 17.98 160.00 890.00 6.350 0.038 <br /> 8. Large gullies, diversions, and low 14.18 95.00 670.00 11.290 0.016 <br /> Flowing streams <br />#1 1 Time of Concentration: 0.087 <br /> 5. Nearly bare and untitled, and 8 <br />33 10.00 120.00 2.880 0.011 <br />#2 1 alluvial valley fans . <br /> 3. Short grass pasture 11.25 45.00 400.00 2.680 0.041 <br /> 6. Grassed waterway 21.62 160.00 740.00 6.970 0.029 <br />Filename: Pond 011A TR37 10Yr_24Hr.scst Printed 07-17-20utS <br />TR-37 13-19.1-A.9 Revised 08/08 <br />