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PERMFILE55795
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PERMFILE55795
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Entry Properties
Last modified
8/24/2016 10:58:31 PM
Creation date
11/20/2007 4:45:18 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996084A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 15 FILL 8 DITCH DESIGN
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 />• Company Name: GREYSTONE DEVELOPMENT CONSULTANTS <br />Filename: C:\SEDCAD3\LOR\FILLB User: CWB <br />Date: 07-24-1997 Time: 08:55:41 <br />JEFF CANYON SURF MINE, FILL 8: D81-D84 (100-YR), D82A-84A&D85-86 (10) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <br />Detailed Between Structure Routing: <br /> To Seq. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> <br />-- <br />- <br />-- <br />- <br />--- <br />--- <br />------ <br />------ <br />----------- <br />----------- (ft) <br />---------- <br />---------- ($) <br />------- <br />------- (fps) <br />---------- <br />---------- (hr) <br />--------- <br />--------- (hr) <br />-------- <br />-------- <br />------ <br />------ <br />- <br />1 <br />-- - <br />1 <br />-- 3 <br />--- 1 <br />------ 8 <br />----------- 161.40 <br />---------- 25.58 <br />------- 15.17 <br />---------- 0.00 <br />--------- 0.002 <br />-------- 0.449 <br />------ <br />1 1 4 1 <br />----- 8 <br />--- <br />----- 741.12 <br />---------- 25.04 <br />------- 15.01 <br />---------- 0.01 <br />--------- 0.013 <br />-------- 0.448 <br />------ <br />-- <br />1 -- <br />2 --- <br />3 - <br />1 <br />- --- <br />8 <br />--- 122.87 <br />------- 34.43 <br />---- 17.60 <br />--------- 0.00 <br />--------- 0.001 <br />--- 0.455 <br />------ <br />-- <br />1 <br />-- -- <br />2 <br />-- --- <br />4 <br />--- ----- <br />1 <br />------ -------- <br />8 <br />----------- --- <br />640.98 <br />---------- --- <br />27.51 <br />------- - <br />15.73 <br />---------- 0.01 <br />--------- ----- <br />0.011 <br />-------- 0.450 <br />------ <br />• <br />• <br />
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