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SEDCAD 4.0 <br />Copyrignt 7998 Pamela J. $UtwaD <br />Civil Soltwara Design <br />• RA 5A SW entrance road. Road and pit runoff <br />combined, 3.12 cfs, single ditch. <br />Culvert Inputs: <br />Max. Entrance <br />Length (R) Slope (%) Manning's n Headwater Tailwater (R) Loss Ccef. <br />(R) (Ke) <br />40.00 2.00 0.0150 2.00 0.00 0.90 <br />Culvert Results: <br />Minimum pipe diameter required: 10 inches <br />• <br />• <br />1 <br />SEDCAD Utility Run Printed 09-28-1998 <br />