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• File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:54:1OPM <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-f t) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />---------------------x---------------- -- `- ~ - - --- --- ------- <br />IN/OUT 0.67 8.48 35.5 57892 22.21 10.56 4.34 <br />J2, B1, S1 <br />CSG1-1,37B,42A1-A&-B <br />Drainage Area from J2, B1, Si, SWS (s)1-3: 8.5 acres <br />Total Contributing Drainage Area: 17.1 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning~s <br />Coefficient. Headwater Length Slope n Tailwater <br /> (ft) (f t) (~s) (ft) <br />0.50 7.5 140.0 30.0 0.015 0.0 <br />Minimum Pipe Diameter Required: 12.0 inches <br />(See Culvert Utility Program for full performance curves) <br />Runoff Peak Peak Sediment Peak Settleable <br />• Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />_-----_(ac=ftl----(cfs)---_(tons)=----(mg/1)-_---__-_(ml/1)----~=(ml/1)2-(ml/1) <br />IN/OUT 0.84 10.15 50.0 6D427 23.19 I2.B1 6.14 <br />• <br />Page: 10 <br />