My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE107482
DRMS
>
Back File Migration
>
Permit File
>
100000
>
PERMFILE107482
Metadata
Thumbnails
Annotations
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
82
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
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\HAULI User: DJK <br />Date: 07-15-1998 Time: 14:16:55 <br />HAUL ROAD I, DITCH AND CULVERT I-1 <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <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 />---------- (ft) <br />---------- <br />-- <br />- (~) <br />------- (fps) <br />--------- <br />- (hr) <br />-------- <br />-- <br />-- (hr) <br />-------- <br />- <br />------ (hr) <br />------------ <br />------------ <br />1 1 1 1 -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 <br />-------------- 8 <br />----------- 2193.00 <br />---------- 7.52 <br />------- 8.23 <br />--------- 0.07 <br />-------- 0.169 <br />-------- <br />------------ <br />-------------- <br />1 1 1 2 -a ----------- <br />8 ---------- <br />4180.00 ------- <br />5.98 --------- <br />7.34 -------- <br />0.16 -------- <br />0.158 ------------ <br />• <br />• <br />
The URL can be used to link to this page
Your browser does not support the video tag.