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2013-09-16_PERMIT FILE - C1982057 (4)
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2013-09-16_PERMIT FILE - C1982057 (4)
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Last modified
8/24/2016 5:25:05 PM
Creation date
10/3/2013 1:25:17 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
9/16/2013
Doc Name
Culvert Calculations (Pgs 13-7-1 to 13-7-170)
Section_Exhibit Name
Tab 13 Attachment 13-7
Media Type
D
Archive
No
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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: C:\SEDCAD3\2W\2W-B5 User: RJG <br />Date: 10-30-1990 Time: 16:38:50 <br />SENECA II-W CULVERT B-5 <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />--------------------------------------------- <br />--------------------------------------------- <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 />-------------- (ac) <br />---------- <br />------- (hrs) <br />------- (hrs) <br />------------ (cfs) <br />------- (ac-ft) <br />-------- (cfs) <br />---------- <br />---- <br />111 -------------- <br />1 ---------- <br />114.50 ------- <br />86 F ------- <br />0.204 ------------ <br />0.000 0.000 ------- <br />0.0 -------- <br />5.34 ---------- <br />58.47 <br />111 2 135.20 76 M 0.184 0.083 0.413 0.0 2.56 19.51 <br /> Type: Null Label: CULVERT B-5 <br />11 <br />- Structure <br />- <br />- 249.70 7.90 <br />-- <br />111 <br />---- <br />---- ---- <br />---- <br />---- <br />Total IN/OUT <br />------------- <br />------------- ---------- <br />249.70 <br />----------- <br />----------- ------- <br /> <br />------- <br />------- ------- <br /> <br />------- <br />------- ------------ <br /> <br />------------ <br />------------ ------- <br /> <br />------- <br />------- -------- <br />7.90 <br />-------- <br />-------- ---------- <br />65.90 <br />---------- <br />---------- <br /> <br />
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