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PERMFILE51266
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PERMFILE51266
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Entry Properties
Last modified
8/24/2016 10:55:25 PM
Creation date
11/20/2007 2:49:31 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
5/5/2005
Doc Name
Ditch Calculations
Section_Exhibit Name
Tab 13 Attachment 13-6
Media Type
D
Archive
No
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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\005\HRD-G1 User: RJG <br />Date: 03-13-1992 Time: 08:39:04 <br />SENECA II-W HRD-G1 <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 />- <br />--------------- <br />-- <br />- (ac) <br />-------- <br />---- <br />---- (hrs) <br />------- (hrs) <br />------- <br />------ (cfs) <br />------ (ac-ft) <br />--------- (cfs) <br />--------- <br />--- <br />111 - <br />----------- <br />1 -------- <br />21.40 ---- <br />60 ---- <br />F ------- <br />0.229 ------- <br />0.090 ------ <br />0.417 ------ <br />0.0 --------- <br />0.02 --------- <br />0.03 <br />111 2 222.90 60 F 0.622 0.070 0.915 0.0 0.19 0.31 <br />111 3 51.80 72 F 0.318 0.000 0.000 0.0 0.62 3.25 <br /> Type: Nonerodible Cha nnel Label: SUBWATERSHED 1 <br />111 <br />-- Structure <br />-- <br />- <br />- 296.10 0.83 <br />- <br />- <br />- <br />111 <br />--- <br />--- - <br />-- <br />--- <br />------ <br />Total IN/OUT <br />---------------- <br />---------------- -------- <br />296.10 <br />-------- <br />-------- ---- <br /> <br />---- <br />---- ---- <br /> <br />---- <br />---- ------- <br /> <br />------- <br />------- ------ <br /> <br />------ <br />------ ------- <br /> <br />------- <br />------- ------ <br /> <br />------ <br />------ --------- <br />0.83 <br />-------- <br />-------- ---- <br />--- <br />3.25 <br />---------- <br />---------- <br />• <br />• <br />
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