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SEDCAD 4 for Windows <br />1 ooa on 4 n D-1, i c,.k-K <br />M <br />Stru <br /># <br />SWS <br /># <br />Soil K <br />ft <br />L O <br />S%) <br />( <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 />#12 <br />1 <br />0.300 <br />200.00 <br />6.70 <br />0.8000 <br />0.3800 <br />1 <br />67.5 <br />70,904 <br />30.40 <br />14.17 <br />67.5 <br />70,904 <br />30.40 <br />14.17 <br />#11 <br />67.5 <br />70,904 <br />30.40 <br />14.17 <br />#16 <br />1 <br />0.300 <br />200.00 <br />7.00 <br />0.0700 <br />0.3800 <br />1 <br />7.6 <br />5,283 <br />1.37 <br />0.67 <br />2 <br />0.300 <br />200.00 <br />11.40 <br />0.0100 <br />0.3800 <br />1 <br />0.1 <br />274 <br />0.09 <br />0.08 <br />7.6 <br />5,246 <br />1.36 <br />0.62 <br />#15 <br />7.6 <br />5,246 <br />1.36 <br />0.62 <br />#14 <br />1 <br />0.300 <br />200.00 <br />6.30 <br />0.8000 <br />0.3800 <br />1 <br />9.8 <br />46,534 <br />13.53 <br />6.84 <br />2 <br />0.300 <br />200.00 <br />10.60 <br />0.0100 <br />0.3800 <br />1 <br />0.1 <br />260 <br />0.08 <br />0.07 <br />9.9 <br />46,534 <br />13.54 <br />3.46 <br />#13 <br />1 <br />0.300 <br />200.00 <br />12.00 <br />0.0100 <br />0.3800 <br />1 <br />0.0 <br />263 <br />0.09 <br />0.07 <br />2 <br />0.300 <br />200.00 <br />8.50 <br />0.8000 <br />0.3900 <br />1 <br />48.9 <br />71,900 <br />21.48 <br />11.42 <br />58.8 <br />65,745 <br />19.55 <br />7.90 <br />#10 <br />58.8 <br />65,745 <br />19.55 <br />7.90 <br />#9 <br />58.8 <br />65,745 <br />19.55 <br />7.90 <br />#8 <br />1 <br />0.300 <br />200.00 <br />7.50 <br />0.0700 <br />0.3800 <br />1 <br />1.8 <br />5,025 <br />1.34 <br />0.65 <br />60.6 <br />50,709 <br />15.04 <br />6.07 <br />#7 <br />68.2 <br />37,724 <br />11.03 <br />3.25 <br />#6 <br />68.2 <br />37,724 <br />11.03 <br />3.25 <br />#5 <br />18.4 <br />3,772 <br />0.00 <br />0.00 <br />#4 <br />18.4 <br />3,772 <br />0.00 <br />0.00 <br />#3 <br />85.8 <br />70,260 <br />23.47 <br />4.28 <br />#2 <br />1 <br />0.300 <br />200.00 <br />17.70 <br />0.0850 <br />0.9000 <br />1 <br />0.1 <br />6,858 <br />2.94 <br />2.65 <br />85.9 <br />70,260 <br />23.48 <br />4.27 <br />#1 <br />�', <br />41.7 <br />9,829 <br />0.12 <br />0.08 <br />Subwatershed Time of Concentration Details: <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Hori ftDist. Velocity Time (hrs) <br />O (P) <br />#2 1 3. Short grass pasture 17.73 175.00 987.00 3.360 0.081 <br />#2 1 Time of Concentration: 0.081 <br />Filename: Rev3 PR04 Westside EOM 1024 sed.sc4 Printed 02-13-2016 <br />Exh. 7-23I-28 Revision Date: 2/15/2016 <br />Revision No.: PR -04 <br />