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PERMFILE130763
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PERMFILE130763
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Entry Properties
Last modified
8/24/2016 10:31:40 PM
Creation date
11/25/2007 10:38:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982056
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
EXHIBIT 08c EMD DEWATERING FACILITY SAE
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\TCC\EMDVENT4 User: CW BEGEJ <br />Date: 12-04-1995 Time: 23:16:55 <br />SMALL AREA EXEMPTION DEMONSTRATION FOR THE EMD VENTILATION SHAFT SITE <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENERAL INPUT TABLE <br />----------------------- <br />----------------------- <br />Specific Gravity: 2.65 <br />Submerged Bulk Specific Gravity: 1.18 <br />Particle Size Distribution(s): <br />Size ROUTT LOAM <br />(mm) ~ Finer <br /> <br />2.0000 -------------------------------------------------- <br />100.00 <br />1.0000 75.00 <br />0.5000 64.00 <br />0.2500 60.00 <br />0.1250 53.00 <br />0.0630 44.00 <br />0.0160 30.00 <br />• 0.0040 17.00 <br />0.0001 0.00 <br />Detailed Between Structure Routing: <br /> To Seg. 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 />1 <br />-- 1 <br />- 2 <br />---- 1 <br />------ 5 <br />----------- 100.18 <br />---------- 6.00 <br />------- 2.45 <br />---------- 0.01 <br />--------- 0.011 0.295 <br />------ <br />---- <br />1 <br />-- 1 <br />- 3 <br />---- 1 <br />------ 5 <br />----------- 75.13 <br />---------- 6.00 <br />------- 2.45 <br />---------- 0.01 <br />--------- ---- <br />0.008 0.295 <br />-------------- <br />1 <br />-- 1 <br />- 4 <br />---- 1 <br />------ 5 <br />----------- 17.89 <br />---------- 50.00 <br />------- 7.07 <br />---------- 0.00 <br />--------- 0.000 0.403 <br />-------------- <br />• <br />
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