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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\EPADVEG User: C. W. BEGEJ <br />Date: 09-23-1994 Time: 16:46:04 <br />SAE ON E SIDE OF IAWER STORAGE BENCH, W OF MB1 EMERG SPILLWAY CHANNEL <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 />---------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />AREA EAST OF LOW PAD <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.2 acres <br />Total Contributing Drainage Area: 0.2 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) (ftj (t) <br />-- ----------------------------------------------------------------------- <br />1 0.0100 8.0 1.5 0.10 0.700 225.0 5.0 1.5• <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 />73.4 0.0004 0.0026 0.280 0.7266 0.1000 0.556 0.0018 <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 />IN 0.01 0.14 0.0 4211 1.92 1.42 0.08 <br />OUT 0.01 0.14 0.0 1421 0.01 0.01 0.00 <br /> <br />• <br />