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�7 <br />File: D: \sedcad \TSSP #3R1 9121199, 5:13:22PM <br />Civil So_t> rare Design -- ScLC.zD+ version 3.1 <br />Copyright (C) 1987 -1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: D: \SEDCAD \2178- 121 \TSSP #3R User: WDP <br />Date: 09 -21 -1999 Time: 13:36:11 <br />SAE FOR TOPSOIL STOCKPILE #3 <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 />TSSP #3 <br />Drainage Area.from J1, B1, S1, SWS(s)1: 1.2 acres <br />Total Contributing Drainage Area: 1.2 acres <br />0 , <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) ( °s) <br />1 0.0100 2.0 0.2 0.05 2.000 40.0 350.0 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 />81.2 0.0179 0.0162 0.054 0.8122 0.1000 2.522 0.3435 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac - ft) (cfs) (tons) (mg /1) m1 /1 (ml /1) (ml /1) <br />IN 0.08 1.06 31.8 444349 170.51 94.45 23.71 <br />OUT 0.06 1.04 6.0 136732 0.00 0.00 0.00 <br />( <br />Page: 5 <br />