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2001-12-11_PERMIT FILE - C1981019 (7)
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2001-12-11_PERMIT FILE - C1981019 (7)
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Last modified
5/11/2020 5:20:56 PM
Creation date
11/26/2007 2:23:51 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 07 Item 09 HAUL ROAD CULVERT REDESIGN 1997
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. I <br />Company Name: COLOWYO COAL COMPANY <br />Filename: C:\CULVERT\AREVO User: JONATHAN DL-NHAM <br />Date: 11-11-1996 Time: 08:16:45 <br />CULVERT A REVISED FLOW RUN <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <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 />----------- (ft) <br />---------- (e) <br />------- (fps) <br />--------- (hr) <br />-------- (hr) <br />-------- (hr) <br />------------ <br />-------------- <br />1 1 1 1 -a ----------- <br />3 ---------- <br />300.00 ------- <br />13.33 --------- <br />2.56 -------- <br />0.03 -------- ------------ <br />-b 7 1341.80 11.92 6.95 0.05 <br />-c <br />--- 8 <br />----------- 1270.80 <br />-------- 14.16 <br />------- 11.29 <br />--------- 0.03 <br />-------- 0.117 <br />-------- <br />--------- <br />----------- <br />-------------- <br />1 1 1 2 -a <br />-------------- <br />-------------- <br />----------- <br />7 <br />----------- <br />----------- -- <br />---------- <br />875.00 <br />---------- <br />---------- <br />------- <br />7.43 <br />------- <br />------- <br />--------- <br />5.49 <br />--------- <br />--------- <br />-------- <br />0.04 <br />-------- <br />-------- <br />-------- <br />0.044 <br />-------- <br />-------- --- <br />------------ <br /> <br />------------ <br />------------ <br />• <br />• <br />
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