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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: Greystone Development Consultants <br />Filename: C:\SCAD\DT\TCC\SAEAGOUT User: CW BEGEJ <br />Date: 06-06-1995 Time: 15:07:45 <br />SAE DEMO, WEST ROCKFALL HAZARD TRENCH OUTSLOPE, X-SECT A-G, .10-YR 24-H <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />OUTSL A-G <br />Drainage Area from J1, B1, S1, SWS(s)1-3: 2.5 acres <br />Total Contributing Drainage Area: 2.5 acres <br />GRASS FILTER INPUTS: <br />Bulk Specific Gr: <br />Initial Depth of <br />Manning's Grass <br />Seg n Height <br /># (in) <br />1 0.0120 9.0 - <br />•,) Total <br />Trap Infiltration <br />Efficiency Volume <br />($) (ac-ft) <br />ivity: 1.25 <br />Sediment in Zone D: <br />Grass Infiltratic <br />Spacing Rate <br />(in) (iph) <br />1.0 0.05 <br />Filter Peak <br />Infiltration Flow <br />Rate Depth <br />(cfs) (inch) <br />0.00 inches <br />n Stiffness ------ Filter ------ <br />Factor Length Width Slope <br />(N-sq m) (ft) (ft) (~) <br />--------------------------------- <br />20.000 5.0 500.0 33.0 <br />Critical Filter Sediment <br />Prone Travel Wedge Depth <br />Velocity Time Location in Zone <br />(fps) (hrs) (feet) (inch) <br />83.8 0.0035 0.0029 0.039 1.0367 0.1000 0.005 0.108 <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 />------------- --------------------------- --- ---- -- ---- ---- <br />IN 0.19 2.42 1.0 7395 5.01 2.70 0.64 <br />OUT 0.19 2.41 0.2 1703 0.19 0.07 0.01 <br />~**~********************t**,t,t,t~********t************~**********~*********,t,t,t~i <br /> <br />TAB 4.15, PG 3 <br />EX 8-170 ~ 1/1/99 <br />Permit Renewal No. 3 FORMERLY <br />