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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: J. E. STOVER & ASSOCIATES <br />Filename: D:\SEDCAD3\OUTSLOPE User: JES <br />• Date: 09-02-1993 Time: 18:31:07 <br />UPPER HUBBARD CREEK - SEDIMENT POND OUTS LOPE - SAE DEMONSTRATION <br />Storm: 2.00 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, S.1 <br />Topsoil Stockpile <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.4 acres <br />Total Contributing Drainage Area: 0.4 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 0.0200 6.0 3.0 0.20 20.000 5.0 700.0 33.0 <br />Total Filter Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Flow Prone Travel Wedge Depth <br />r~fficiency Volume Rate Depth Velocity Time Location in Zone D <br />(%) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />98.1 0.0055 0.0162 0.010 1.0367 0.1000 0.000 0.0443 <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 0.02 0.23 0.6 55649 16.28 9.70 0.98 <br />OUT 0.01 0.21 0.0 2346 0.00 0.00 0.00 <br /> <br />• B-148 <br />