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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: <br />• Filename: B:\ESCCUL4 <br />Date: <br />#7N ES' <br />Storm: 1.80 inches, 10 <br />Hydroqraph <br />Greystone Development Consultants <br />User: CW BEGEJ <br />10-09-1995 Time: 17:16:41 <br />APE SHAFT RD, CULVERT C4 <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />DRAINAGE <br />Drainage Area from J1, B1, S1, SWS(s)1: 46.4 acres <br />Total Contributing Drainage Area: 46.4 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br />(ft) (ft) ($) (ft) <br />0.90 1.5 30.0 5.0 0.024 0.0 <br />Minimum Pipe Diameter Required: 18.0 inches <br />• (See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 1.01 4.88 <br />*****s,t,t*,trt*****,t,t,t,t***,r*t*:***,r**,e**,t*,r***,t,t*,t,r*********,r:,t,t*,t,t*,t,t,t,t,t*,trt,t***** <br />• <br />