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PERMFILE132847
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PERMFILE132847
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Entry Properties
Last modified
8/24/2016 10:33:35 PM
Creation date
11/26/2007 12:31:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 66 Pond MB-3 Pond Design, Ditches & Culverts
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:\SCAD\DT\MYN\3NEW195 User: CWB <br />Date: 01-20-1995 Time: 15:09:27 <br />POND HYDRAULICS - MB-3 <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <br />Specific Gravity: 2.50 <br />Submerged Bulk Specific Gravity: 1.25 <br /> Particle Size Distribution(s): <br /> Size Coal Product Silty Loam Alluvium <br /> (mm) <br />----------- <br />---- <br />- <br />- $ Finer <br />------------- <br />- <br />- $ Finer <br />--------------- $ Finer <br />----------- <br />-------- <br />------- <br />- <br /> ---- <br />- <br />4.0000 ---- <br />--- <br />---- <br />100.00 --------------- <br />100.00 ----------- <br />100.00 -------- ------- - <br /> 2.0000 80.00 99.00 99.00 <br /> 1.0000 60.00 98.00 70.00 <br /> 0.5000 46.00 96.00 67.00 <br /> 0.2500 36.00 91.00 58.00 <br /> 0.1250 30.00 87.00 52.00 <br />• 0.0630 26.00 82.00 38.00 <br /> 0.0160 18.00 60.00 21.00 <br /> 0.0030 10.00 33.00 11.00 <br /> 0.0001 0.00 0.00 0.00 <br /> Detailed Between Structu re Routing: <br /> To Seg. Land Flow Segment Muskingum <br />J B S # Condition D istance Slope Velocity Time K X <br /> <br />- <br />------------ <br />------------- (ft) ($) <br />--------------- (fps) <br />----------- (hr) <br />--- (hr) <br /> <br />1 <br />- <br />1 2 1 <br />------------ <br />8 <br />------------- <br />100.02 2.00 <br />--------------- <br />4.24 <br />----------- ----- <br />0.01 <br />-------- -------- <br />0.006 <br />-------- ------ <br />0.356 <br /> <br />1 <br />-- <br />2 2 1 <br />----------- <br />8 <br />------------- <br />74.01 2.00 <br />--------------- <br />4.24 <br />----------- <br />0.00 <br />---- <br />0.004 ------ <br />0.356 <br /> <br />1 <br />-- <br />2 3 1 <br />----------- <br />8 <br />------------- <br />40.01 2.00 <br />--------------- <br />4.24 <br />----------- ---- <br />0.00 <br />-------- -------- <br />0.002 <br />-------- ------ <br />0.356 <br />------ <br />2 <br />-- 1 1 1 <br />----------- 8 <br />------------- 185.04 2.00 <br />--------------- 4.24 <br />----------- 0.01 <br />-------- 0.012 <br />--- <br />-- 0.356 <br /> <br />2 <br />-- <br />1 2 1 <br />----------- <br />8 <br />------------- <br />272.49 6.00 <br />--------------- <br />7.35 <br />----------- <br />0.01 <br />--- --- <br />0.010 ------ <br />0.406 <br /> <br />3 <br />-- <br />1 1 1 <br />----------- <br />6 <br />------------- <br />120.05 3.00 <br />--------------- <br />2.60 <br />----------- ----- <br />0.01 <br />------- -------- <br />0.012 ------ <br />0.302 <br /> <br />3 <br />-- <br />1 2 1 <br />----------- <br />8 <br />------------- <br />50.01 2.00 <br />--------------- <br />4.24 <br />----------- - <br />0.00 <br />-------- -------- <br />0.003 <br />-- ------ <br />0.356 <br /> <br />4 <br />1 1 1 -- <br />-----8------- <br />--90_07---4_00 <br />6.00 <br />0.00 ------ <br />0.004 ------ <br />0.389 <br />
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