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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\SAEEMTP2 User: CW BEGEJ <br />Date: 12-05-1995 Time: 19:34:01 <br />SAE DEMO FOR UPPER (S & W) SIDES OF TOPSOIL TO SW OF EMD VENT FACILITI <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 />MULCHED TOPSOIL <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.3 acres <br />Total Contributing Drainage Area: 0.3 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 />---------------------------------------------------------------------------- <br />---------------------------------------------------------------------------- <br />1 0.0117 9.0 2.0 0.05 20.000 75.0 37.0 8.0 <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 />-- ------------ ----------------------- ------------ c <br />90.5 0.0015 0.0032 0.076 1.0367 0.1000 0.387 0.037_ <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 />------------------------------------------------------------------------------- <br />IN 0.02 0.27 1.2 77514 45.44 28.33 3.34 <br />OUT 0.02 0.27 0.1 11674 0.00 0.00 0.00 <br /> <br />• <br />