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File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:54 :1OPM <br />• Runoff <br />Volume Peak <br />Discharge Sediment Peak Sediment <br />Concentration Peak Settleable <br />Concentration 24VW 24AA <br /> (ac-ft) <br />--------------- (cfs) (tons) <br />-------------------- (mg/1) <br />-------------- (ml/1) (ml/1) (ml/1) <br />------------------------------ <br /> --------------- <br />IN/OUT 0.67 -------------------- <br />6.48 35.5 -------------- <br />57892 ------------------------------ <br />22.21 10.56 4.34 <br /> +++++++a++++aa+ aa++a+++++++++a++++++++++++++a+a+++++++++++++++++++++++++++waraa <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 />(ft) <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 />----------------------------- <br />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-ft) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />• IN/OUT 0 84 30 15 50 0 60427 `23 19 12 81 6 14 <br /> ++aa+r+a++a+aaa a+++++aa+aaa++++aaa++++a+aaara++++++++++aaaaa++a+aa+++aa+aa+++++ <br />• Page: 10 <br />