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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (Cj 1987-1992. Pamela J. Schwab. All rights reserved. <br />Filename: E:\SEDCAD3\TCC\DEH2OBUS YAMPA VALLE=.CO~ BEGEJ <br />Date: 06-02-1995 Time: 08:00:05 <br />CULVERT EMD-2 ON ACCESS ROAD TO TCC DEWATERING FACILITY <br />Storm: 1.80 inches, 10 ear-24 hour, SCS Type II <br />Hydrograph convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />HAY MEADOW ON BINCO <br />Drainage Area from J1, B1, S1, SWS(s)1: 64.0 acres <br />Total Contributing Drainage Area: 64.0 acres <br />Entrance <br />Loss Maximum Pipe Pipe Manning's <br />Coefficient Headwater Lenggth Slo e n Tailwater <br />~ <br /> (ft) (ft) (~ <br />(ft) <br /> <br />0.90 2.5 30.0 9.0 0.024 0.2 <br />Minimum Pi a Diameter Required: 30.0 inches <br />(See Culvert Utility Program for full performance curves) <br />Runoff Peak <br />Volume Discharge <br />(ac-f t) (cfs) <br />----------------------------- <br />----------------------------- <br />IN/OUT 3.48 19.04 <br />r~*,r,r,rr,r,r,r,r+t,r~*r,r***,r,r,r,r,r~,-r,t,r*,r~,r+r,r*,r*+t*,r,t*#*,r*,r+r,r*,r,r******,r,t,rt*,rf***>t~*,r,r,r <br />~'~291'tt•1 Exhibit 8a, Page 12 of 18 <br />RPVievd oitoioc <br />