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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />Company Name: Peabody Coal Company <br />Filename: E:\SEDCAD3\008\008AB10 User: RJG <br />Date: 08-24-1992 Time: 07:53:48 <br />SENECA MINE POND 008 AS-BUILT(lOYR.-24HR.STORM) <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.2 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br />JBS SWS <br />111 1 <br />111 Structure <br />111 Total IN/OUT <br />112 1 <br />112- 2 <br />Structure <br />112 Total IN <br />112 Total OUT <br />Base- Runoff <br />Area CN UHS Tc K X Flow Volume <br />(ac) (hrs) (hrs) (cfs) (ac-ft) <br />113.50 79 F 0.133 0.000 0.000 0.0 <br />Type: Nonerodible Channel Label: DIV. NO.1 <br />113.50 <br />113.50 <br />2.90 <br />2.90 <br />2.90 <br />Peak <br />Discharge <br />(cfs) <br />31.13 <br />31.13 <br />94.70 78 M 0.146 0.057 0.266 0.0 2.20 19.11 <br />132.70 70 M 0.514 0.000 0.000 0.0 1.21 3.01 <br />Type: Pond Label: POND 008 AS-BUILT <br />227.40----------------------------------------6-31- <br />------ --------- <br />340.90 6.31 36.77 <br />5.25 0.98 <br />111 to 112 Routing <br />0.196 0.312 <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 0.23 500.0 <br />Type: <br />'ll Structure <br />• ------------------- <br />111 Total IN/OUT <br />R 112 1 0.19 400.0 <br />R 112 2 0.26 600.0 <br />S <br />(%) <br />19.0 <br />Noner <br />18.9 <br />16.0 <br />PS <br />CP Tt ~ SED SCp SSp 24VW 24AA <br />(hrs) (tons) (mq/1) (ml/1) (ml/1) (ml/1) <br />--------------------------------------------------- <br />0.474 0.000 1 1091.1 <br />edible Channel Label: DIV. NO.1 <br />1091.1 <br />1091.1 475240 298.78 150.26 48.03 <br />0.406 0.057 2 437.4 <br />0.115 0.000 3 45.1 <br />