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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\MCC\FWISEVEG User: C. W. BEGEJ <br />Date: 09-23-1994 Time: 14:33:03 <br />SMALL AREA EXEMPTION ON W SIDE OF LOWER STORAGE BENCH, SE OF FW-1 POND <br />Storm: 1.90 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 />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 Gravity: 1.25 <br />Initial Depth of Sediment in Zone D: 0.00 inches <br />Manning's Grass Grass Infiltration Stiffness ------ Filter ------ <br />Seg n Height Spacing Rate Factor Length Width Slope <br /># (in) (in) (iph) (N-sq m) (ft) (ft) ($) <br />1 0.0100 2.0 2.0 0.05 0.700 200.0 1.0 5.0 <br />Total Filter: : Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Flow Prone Travel- Wedge Depth <br />Efficiency Volume Rate Depth Velocity Time Location in Zone D <br />(?) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />- ---------------- <br />54.6 0.0000 0.0002 0.510 0.7266 0.1000 1.578 0.0135 <br />Runoff Peak Peak Sediment -Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfs) (tons) (mg/1) ml/l (ml/1) (ml/1) <br />- ------------------- <br />------------------ <br />IN 0.01 0.13 0.0 4987 2.28 1.68 0.09 <br />OUT 0.01 0.13 0.0 2492 0.37 0.25 0.01 <br /> <br />