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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:\ESCCULI <br />Date: <br />#7N ESQ <br />Storm: 1.80 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />User: CW BEGEJ <br />10-09-1995 Time: 17:16:09 <br />=APE SHAFT RD, CULVERT C1 <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: 15.2 acres <br />Total Contributing Drainage Area: 15.2 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Length Slope n Tailwater <br /> <br />----------- <br />---- <br />- (ft) <br />----------- <br />--- <br />------- (ft) <br />-------- <br />-- <br />--- ($) (ft) <br />-------------------------- <br />- <br />--- <br />---- <br />--------- <br />-- <br />- <br />--- <br />---- <br />0.90 - <br />1.0 - <br />-- <br />30.0 -- <br />-- <br />- <br />- <br />-- <br />5.0 0.024 0.0 <br />• Minimum Pipe Diameter Required: 12.0 inches <br />(See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) (cfs) <br />IN/OUT 0.33 1.63 <br />t~**t****,t***********,t,t************,t,r**f*~*~*********,t,t**,t*,t*,t*,t*,t**,t,t,t*,t****** <br />• <br />