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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: Peabody Coal Company <br />Filename: E:\SEDCAD3\2W\009AB-10 User: RJG <br />Date: 07-10-1992 Time: 07:17:56 <br />SENECA II-W 009 AS-BUILT (lOYR-24HOUR) <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />--------------------------------------------- <br />--------------------------------------------- <br />-Hydrology- <br /> Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br /> <br />---- <br />---- <br />------------ <br />------------ (ac) <br />--------------- <br />--------------- (hrs) (hrs) <br />------------------------ <br />------- <br />----------- (cfs) <br />------ <br />------ (ac-ft) <br />--------- <br />---- <br />- (cfs) <br />--------- <br />--------- <br />111 1 438.60 69 ---- <br />-- <br />F 0.571 0.000 0.000 0.0 ---- <br />3.46 8.59 <br /> Type: Pond Label: POND 009 <br />111 Structure 438.60 3.46 <br />111 Total IN 438.60 3.46 8.59 <br />111 <br />---- <br />---- Total OUT <br />------------ <br />------------ <br />--------------- <br />--------------- <br />------------------------ <br />------------------------ <br />------- <br />------ 3.46 <br />-------- <br />--------- 4.87 <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 />PS <br />JBS SWS K L S CP Tt # SED SCp SSp 24VW 24AA <br />(ft) ($) (hrs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br />R 111 1 0.24 <br />111 Structure <br />111 Total ZN <br />111 Total OUT <br />300.0 37.0 0.164 0.000 1 317.3 <br />Type: Pond Label: POND 009 <br />317.3 <br />--------------------------------------------------------------- <br />317.3 95348 28.40 19.47 9.29 <br />0.0 0 0.00 0.00 0.00 <br />• <br />