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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 />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />JBS SWS <br />111 1 <br />111 Structure <br />-Hydrology- <br />Area CN UHS Tc K X <br />(ac) (hrs) (hrs) <br />Base- Runoff Peak <br />Flow Volume Discharge <br />(cfs) (ac-f t) (cfs) <br />0.32* 88 F 0.023 0.000 0.000 0.0 0.02 0.27 <br />Type: Grass Filter Label: MULCHED TOPSOIL <br />0.32 0.02 <br />--- <br />111 ------ <br />Total ------------------------------------ <br />IN 0.32 -------------------------- <br />0.02 -------- <br />0.27 <br />111 <br />--- <br />---- Total <br />------ <br />----- OUT <br />------------------------------------ <br />------------------------------------ 0.02 <br />-------------------------- <br />-------------------------- 0.27 <br />-------- <br />-------- <br />• SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Sedimentology- <br />SED: Sediment <br />SCp: Peak Sediment Concentration <br />SSp: Peak Settleable Concentration <br />24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours <br />24AA: Arithmetic Average Settleable Concentration - Peak 24 hours <br />JBS SWS K L <br />(ft) <br />---- ---- ------ <br />R 111 1 0.32 29.0 <br />Type: <br />111 Structure <br />-------------------- <br />111 Total IN <br />111 Total OUT <br />PS <br />S CP Tt # SED SCp SSp 24VW 24AA <br />(~) (hrs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />40.0 0.200 0.000 1 1.2 <br />Grass Filter Label: MULCHED TOPSOIL <br />1.2 <br />-------------------------------------------------------- <br />1.2 77514 45.44 28.33 3.34 <br />0.1 11674 0.00 0.00 0.00 <br />• <br />