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PERMFILE43062
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PERMFILE43062
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Entry Properties
Last modified
8/24/2016 10:45:28 PM
Creation date
11/20/2007 11:25:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981026
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
TR 7 NOV C-94-024 CANADIAN STRIP MINE C-81-026 POND 1 REVIEW OF EMERGENCY SPILLWAY RIPRAP REQUIREMEN
Section_Exhibit Name
APPENDIX Q
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: Greystone Development Consultants <br />Filename: C:\SCAD\DT\KN\PONDISED User: CWB <br />Date: 11-28-1994 Time: 15:34:53 <br />CANADIAN STRIP, POND 001 <br />Storm: 1.60 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />-------------------------------------------- <br />-------------------------------------------- <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> <br />---- <br />---- <br />-- <br />-- <br />--- <br />--- <br />----- <br />----- <br />----------- <br />-------- <br />-- (ft) <br />---------- <br />--------- ($) <br />-------- <br />-- (fps) <br />-------- <br />- (hr) <br />-------- <br />- (hr) <br />------- (hr) <br />------------- <br /> <br />1 1 <br />1 <br />1 <br />-a - <br />3 - <br />200.00 ------ <br />20.00 ------- <br />3.13 ---- <br />--- <br />0.02 ------- ------------- <br /> -b 7 490.00 20.41 9.09 0.01 <br /> <br />---- <br />-- <br />-- -c <br />-- 8 <br />---- 910.00 <br />- 8.79 8.89 0.03 0.061 <br /> <br />1 1 <br />1 - <br />1 --- <br />-1 ------- <br />4 ------- <br />-- <br />301.34 -------- <br />6.67 -------- <br />2.31 -------- <br />0.04 ------- ------------- <br /> -2 7 231.74 8.70 5.94 0.01 <br /> -3 8 251.60 8.00 8.49 0.01 0.055 0.379 <br /> <br />1 1 1 2 -a 4 300.00 6.67 2.31 0.04 <br /> -b 7 485.00 6.19 5.01 0.03 <br />• -c 7 860.00 2.56 3.22 0.07 <br /> -d 7 530.00 8.30 5.80 0.03 0.162 <br /> <br />2 1 -- <br />1 --- <br />1 ----- <br />-a ----------- <br />9 ---------- <br />80.00 -------- <br />0.50 ------- <br />6.36 --------- <br />0.00 ------- <br />0.003 ------------- <br />• <br />
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