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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: C:\SCAD\DT\Mi <br />Date: <br />SMALL AREA EXEMPTION ON W <br />Storm: 1.90 inches, 10 <br />Hydrograph <br />Greystone Development Consultants <br />:C\FWISEVEG User: C. W. BEGEJ <br />09-23-1994 Time: 14:33:03 <br />SIDE OF LOWER STORAGE BENCH, SE OF FW-1 POND <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 />AREA BETWEEN FW1&PAD <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.1 acres <br />Total Contributing Drainage Area: 0.1 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 0.0100 <br />Trap <br />Efficiency <br />(~) <br />54.6 <br />ivity: 1.25 <br />Sediment in Zone D: 0.00 inches <br />Grass Infiltration Stiffness ------ Filter ------ <br />Spacing Rate Factor Length Width Slope <br />(in) (iph) (N-sq m) (ft) (ft) ($) <br />2.0 2.0 0.05 <br />0.700 200.0 1.0 5.0 <br />Critical Filter Sediment <br />Prone Travel Wedge Depth <br />Velocity Time Location in Zone D <br />(fps) (hrs) (feet) (inch) <br />Total Filter Peak <br />Infiltration Infiltration Flow <br />Volume Rate Depth <br />(ac-ft) (cfs) (inch) <br />Runoff <br />Volume <br />(ac-ft) <br />0.0000 0.0002 0.510 0.7266 0.1000 1.578 0.0138 <br />Peak Peak Sediment Peak Settleable <br />Discharge Sediment Concentration Concentration 24VW 24AA <br />(cfs) (tons) (mg/1) ml/1 (ml/1) (ml/1) <br />IN 0.01 0.13 0.0 4987 <br />OUT 0.01 0.13 0.0 2492 <br />2.28 1.68 0.09 <br />0.37 0.25 0.01 <br />************,t********s****************************~****,t,t**************s:,t***** <br /> <br />