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File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:54 :1OPM <br />• Runoff <br />Volume Peak <br />Discharge Peak Sediment <br />Sediment Concentration Peak Settleable <br />Concentration 24VW 24AA <br /> (ac-f t) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br /> IN/OUT 0.91 11.19 49.2 61630 23.65 11.91 4.54 <br /> +#++a++a+++++++ ++++++++++#+++aa+++++++++++++a+#++ +a++a++++++++aaa+++++a#+++++++ <br />J2, B1, S1 <br />CSG1-1,37B,42A1-A&-B <br />Drainage Area from J2, <br />Total Contributin <br />Entrance <br />Loss Maximum <br />Coefficient Headwater <br />(f t) <br />0.50 7.5 <br />B1, S1, <br />g Draina <br />Pipe <br />Length <br />(ft) <br />140.0 <br />SWS (s)1-3: 8.5 acres <br />ge Area: 17.1 acres <br />Pipe Manning's <br />Slope n Tailwater <br />(~) (f t) <br />30 0 0.015 0 0 <br />Minimum Pipe Diameter Required: 15.0 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-f t) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />• IN/OUT 1 18 14 33 98 B 106116 40.72 19 81 9 39 <br /> #++++++++++++++ ++++#+#++++++++##+##++++++++++++#+++++++++++#+#+++++#++++++a#+aa <br />• <br />