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PERMFILE107482
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PERMFILE107482
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Entry Properties
Last modified
8/24/2016 9:59:59 PM
Creation date
11/24/2007 3:21:31 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Permit File
Doc Date
11/5/2004
Doc Name
Haul Road Channel and Culvert Design
Section_Exhibit Name
Tab 13 Attachment 13-5B Appendix 2
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: ACZ, INC. • <br />Filename: J:\851\SEDCAD\HAULCJI User: DJK <br />Date: 07-17-1998 Time: 08:43:49 <br />HAUL ROAD J, CULVERT J-1 <br />Storm: 1.70 inches, to year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <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 />----------- <br />---------- (ft) <br />---------- <br />-- <br />- (8) <br />------- <br />- (fps) <br />--------- <br />- <br />- (hr) <br />-------- <br />-- <br />--- (hr) <br />-------- <br />-------- (hr) <br />------------ <br />------------ <br />1 1 1 1 - <br />-a - <br />3 - <br />--- <br />--- <br />400.00 ------ <br />13.50 ---- <br />--- <br />2.57 -- <br />- <br />0.04 <br /> -b 6 960.00 11.77 5.15 0.05 <br /> -C 8 2193.00 7.52 8.23 0.07 0.169 <br /> <br />1 <br />1 <br />1 <br />2 <br />-a - <br />8 - --- --- <br />4180.00 ------- <br />5.98 -------- <br />7.34 -- - <br />0.16 <br />0.158 <br /> <br />1 1 2 1 -a 3 400.00 21.25 3.23 0.03 <br /> -b 6 1170.00 16.67 6.12 0.05 <br /> <br />-- <br />-- <br />-- <br />---- -c <br />---- 8 <br />----------- 3260.00 <br />---------- 0.46 <br />------- 2.03 <br />--------- 0.44 <br />-------- 0.532 <br />-------- <br />------------ <br />-- <br />1 -- <br />1 -- <br />2 ---- <br />2 ---- <br />-a ----------- <br />8 ---------- <br />4850.00 ------- <br />0.49 --------- <br />2.11 -------- <br />0.64 -------- <br />0.638 ------------ <br /> <br />11 <br />LJ <br />
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