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L� <br />• <br />• <br />SEDCAD 4 for Windows <br />rnnvrinht loop _9nin P-i. i Arh,-h <br />33 <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/0 <br />Peak <br />Settleable <br />Conc <br />(ml /1) <br />24VW <br />#24 <br />1 <br />0.300 <br />400.00 <br />15.38 <br />0.0700 <br />0.3800 <br />1 <br />4.5 <br />27,336 <br />11.72 <br />5.12 <br />1 <br />325.3 <br />217,918 <br />93.41 <br />46.78 <br />#23 <br />325.3 <br />217,918 <br />93.41 <br />46.78 <br />#22 <br />325.3 <br />217,918 <br />93.41 <br />46.78 <br />#21 <br />1 <br />0.300 <br />400.00 <br />24.40 <br />0.0800 <br />0.9000 <br />1 <br />0.4 <br />16,147 <br />6.14 <br />5.43 <br />E <br />325.6 <br />217,918 <br />93.39 <br />46.41 <br />#20 <br />1 <br />0.300 <br />400.00 <br />21.60 <br />0.0800 <br />0.9000 <br />1 <br />0.0 <br />1 <br />0.00 <br />0.00 <br />0.0 <br />1 <br />0.00 <br />0.00 <br />#19 <br />1 <br />0.300 <br />301.00 <br />16.60 <br />0.8000 <br />0.3800 <br />1 <br />14.8 <br />209,096 <br />89.62 <br />44.86 <br />14.8 <br />209,096 <br />89.62 <br />44.86 <br />#18 <br />1 <br />0.300 <br />837.00 <br />11.05 <br />0.7000 <br />0.3800 <br />1 <br />44.5 <br />250,833 <br />107.51 <br />48.68 <br />59.4 <br />240,032 <br />102.89 <br />47.68 <br />#17 <br />1 <br />0.300 <br />400.00 <br />16.85 <br />0.0100 <br />0.3800 <br />1 <br />0.5 <br />4,442 <br />1.90 <br />0.78 <br />59.9 <br />165,848 <br />71.09 <br />32.36 <br />#16 <br />59.9 <br />165,848 <br />71.09 <br />32.36 <br />#15 <br />1 <br />0.300 <br />400.00 <br />21.00 <br />0.0800 <br />0.9000 <br />1 <br />0.1 <br />37,310 <br />15.99 <br />15.48 <br />59.9 <br />165,848 <br />71.09 <br />32.30 <br />#14 <br />385.6 <br />206,921 <br />88.68 <br />43.45 <br />#13 <br />1 <br />0.300 <br />400.00 <br />26.40 <br />0.0800 <br />0.9000 <br />1 <br />0.5 <br />16,143 <br />6.92 <br />6.13 <br />386.0 <br />206,921 <br />88.68 <br />43.11 <br />#12 <br />1 <br />0.300 <br />400.00 <br />16.40 <br />0.0700 <br />0.3800 <br />1 <br />4.7 <br />29,435 <br />12.62 <br />5.51 <br />4.7 29,435 12.62 <br />5.51 <br />#11 <br />1 <br />0.300 <br />400.00 <br />18.40 <br />0.0100 <br />0.3800 <br />1 <br />0.5 <br />4,931 <br />2.11 <br />0.87 <br />5.2 <br />19,378 <br />8.31 <br />3.58 <br />#10 <br />5.2 <br />19,378 <br />8.31 <br />3.58 <br />#9 <br />1 <br />0.300 <br />400.00 <br />27.50 <br />0.0800 <br />0.9000 <br />1 <br />0.3 <br />16,154 <br />6.92 <br />6.17 <br />5.5 <br />19,378 <br />8.31 <br />3.67 <br />#8 <br />1 <br />0.300 <br />400.00 <br />7.18 <br />0.0100 <br />0.3800 <br />1 <br />0.3 <br />1,303 <br />0.56 <br />0.23 <br />0.3 <br />1,303 <br />0.56 <br />0.23 <br />#7 <br />0.3 <br />1,303 <br />0.56 <br />0.23 <br />Filename: Sec 28 1024.sc4 Printed 12 -08 -2010 <br />Exh. 7- 20A -37 Revision Date: 12/31/10 <br />Revision No.: TR -81 <br />