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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. AL1 rights reserved. • Company Name: Peabody Coal Company Filename: C:\SEDCAD3\HGL\TSP3 User: TJW Date: 12-08-1992 Time: 09:47:08 H-G TERMINAL TOPSOIL PILE 3 - SMALL AREA EXEMPTION (SouthSide} Storm: 1.60 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr --------------------------------------------- --------------------------------------------- SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE JBS SWS 111 1 111 Structure ---------------- -Hydrology- Base- Runoff Area CN UHS Tc K X Flow Volume (ac) (hrs) (hrs) (cfs) (ac-f t) 2.60 Type: 2.60 48 S 0.057 0.000 0.000 0.0 0.00 Null Label: H-G TOPSOIL PILE 3 Peak Discharge (cfs) 0.00 0.00 -------------------- 111 Total IN/OUT 2.60 0.00 0.00 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- --------------------------------------------- --------------------------------------------- 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 0.25 100.0 2.0 0.075 0.000 1 0.0 Type: Null Label: H-G TOPSOIL PILE 3 111 Structure 0.0 ----------------------------------------------------------------------------- 111 Total IN/OUT 0.0 0 0.00 0.00 0.00 C , J