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PERMFILE110741
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PERMFILE110741
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Entry Properties
Last modified
8/24/2016 10:07:28 PM
Creation date
11/24/2007 7:59:11 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
Text, Appendix A through E
Section_Exhibit Name
EXHIBIT 7-13 Deleted by TR56 9/2/04
Media Type
D
Archive
Yes
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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• <br />Company Name: ACZ, INC. <br />Filename: J:\891\SEDCAD\WPOND User: K. Kammerzell <br />Date: 04-21-1998 Time: 11:24:26 <br />COLOWYO COAL COMPANY:WORK POND (WAREHOUSE POND) <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />Specific Gravity: 2.65 <br />Submerged Bulk Specific Gravity: 1.35 <br />r1 <br />U <br />Particle <br />Size DMG/COlowyo <br />(mm) ~ Finer <br />4.7600 100.00 <br />1.1900 99.00 <br />0.5900 98.00 <br />0.2970 95.00 <br />0.1490 85.00 <br />0.0740 73.00 <br />0.0370 56.00 <br />0.0190 44.00 <br />0.0090 36.00 <br />0.0050 33.00 <br />0.0020 26.00 <br />0.0010 23.00 <br />Size Distribution(s): <br />Detailed Between Structure Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> <br />- <br />--- (ft) <br />---------- (~) <br />--- -- (fps) <br />-- - - (hr) <br />- (hr) <br />-- <br />1 -- <br />1 --- <br />2 ------ <br />1 ----- <br />-- <br />8 1100.08 1.18 3.26 0.09 <br /> 2 8 <br />--- <br />- <br />-- 501.15 <br />---------- 6.80 <br />------- 7.82 <br />---------- 0.02 <br />--------- 0.111 0.366 <br />-------------- <br />- <br />2 --- <br />1 --- <br />1 ------ <br />1 --- <br />- <br />- <br />8 650.25 <br />- <br />-- <br />-- 2.77 <br />------- 4.99 <br />---------- 0.04 <br />--------- 0.036 0.372 <br />-------------- <br />- <br />3 <br />- --- <br />1 <br />--- --- <br />1 <br />--- ------ <br />1 <br />------ ----------- <br />9 <br />----------- -- <br />-- <br />- <br />5.59 <br />---------- 50.00 <br />------- 63.64 <br />---------- 0.00 <br />--------- 0.000 0.486 <br />-------------- <br /> <br />
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