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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: Greystone Development Consultants Filename: C:\SCAD\DT\UPTS1 User: ~ CW BEGEJ Data: 08-28-1995 Time: 15:33:18 UPPER SIDE OF TOPSOIL PILE AT #7 NORTH ESCAPE SHAFT - SAE DEMO Storm: 1.80 inches, 10 year-24 hour, SCS Type II . Hydrograph Convolution Interval: - 0.1 hr SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE -Hydrology- Base- Runoff Peak JHS SWS Area CN UHS Tc K X Flow Volume Discharge --- ------ (ac) --- ----- (hrs) --- (hrs) -- ---- (cfs) - (ac-ft) - (cfs) --- 111 - 1 2.07 70 S - 0.063 0.000 0.000 0.0 - 0.03 - 0.33 111 2 0.11* 88 F 0.012 0.000 0.000 0.0 0.01 0.09 ' Type: Check Dam Label: UPLAND AND TOPSOIL 111 --- Structure . ------------ 2.18 -- --- ------ - ---- ------ ------ 0.04 ------ ------- - 111 ----- Total IN/OUT - - 2.18 - -- --- ---- -- 0.04 --- 0.42 -- ----- --------- Type: Grass Filter Label: UPLAND AND TOPSOIL 11 Structure 18 2 0 04 -------- _ - -------- _ 11 Total IN 2.18 0.04 0.42 112 Total OUT 0.04 0.42 -- 111 ----------- to 112 Routing ------- ------ ---- ----- 0.000 ----- 0.000 ------- -------- --------- - ----------------- ---- ---- --- SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE -Sedimentology- SED: Sediment SCp: Peak Sediment Concentration SSp: Peak Settleable Concentration 24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours 24AA: Arithmetic Average Settleable Concentration - Peak 24 hours PS JBS SWS K L S CP Tt $ SED SCp SSp 24VW 24AA (ft) (~) (hrs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) .R 111 1 0.32 200.0 14.2 0.012 0.000 1 0.1 :R 111 2 0.32 15.0 40.0 0.060 0.000 1 0.1 • Type: Check Dam Label: UPLAND AND TOPSOIL structure 0.2 ----------------------------------------------------------------------------- 111 Total IN 0.2 13082 8.12 2.23 0.63 111 Total OUT 0.1 5043 1.43 0.39 0.11 Permit Renewal No. 3 FORMERLY Ex. & 133 TAB 4.19, PG 3 11/1/99