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PERMFILE51078
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PERMFILE51078
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Last modified
8/24/2016 10:55:20 PM
Creation date
11/20/2007 2:44:44 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057A
IBM Index Class Name
Permit File
Doc Date
10/4/2002
Doc Name
Sediment Pond SEDCAD Results
Section_Exhibit Name
Tab 13 Attachment 13-5B Appendix 1
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: ACZ, INC. <br />Filename: J:\851\SEDCAD\POND_15 User: K. Kammerzell <br />Date: 07-14-1998 Time: 12:53:55 <br />Seneca II West (South Expansion) - Pond 15 <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />GENERAL INPUT TABLE <br />----------------------- <br />----------------------- <br />Specific Gravity: 2.50 <br />Submerged Bulk Specific Gravity: 1.25 <br /> Particle Size Distribution(s): <br />Size Seneca <br />(mm) <br />--------- $ Finer <br />------------------------------------- <br />--------- <br />12.7000 ------------------------------------- <br />100.00 <br />11.2100 97.00 <br />2.0000 91.00 <br />1.0000 87.00 <br />0.5000 84.00 <br />0.2500 82.00 <br />0.1060 79.00 <br />0.0450 56.00 <br />0.0200 40.00 <br />0.0050 31.00 <br />0.0020 24.00 <br />0.0010 14.00 <br />0.0001 0.00 <br />Detailed Between Structure Routing: <br />• <br />• <br /> To Seg. Land Flow Segment Muskingum <br />J B S ~ Condition Distance Slope Velocity Time K X <br /> <br />- <br />-- --- <br />----------- (ft) <br />---------- (~) <br />------ (fps) (hr) (hr) <br />-- <br />--- <br />------ <br />1 1 2 1 7 644.38 - <br />11.72 ---------- <br />6.89 --------- <br />0.03 -- <br />- <br /> <br />-- <br />- <br />---- 2 <br />------ 7 <br />----------- 941.91 <br />------ <br />--- 6.38 <br />--- <br />-- 5.09 0.05 0.077 <br />-- 0.386 <br />-- <br />-- <br />2 1 1 1 7 - <br />70.71 - <br />- <br />14.29 ---------- <br />7.61 --------- <br />0.00 ------ - <br />- <br /> 2 7 210.95 9.52 6.21 0.01 <br /> <br />-- <br />- <br />---- 3 <br />------ 7 <br />------- <br />--- 1102.22 <br />-- <br />-- <br />--- 6.36 <br />- <br />- 5.08 0.06 0.072 0.379 <br />- <br />3 <br />-- 1 <br />- 1 <br />---- 1 <br />------ - <br />7 <br />----------- - <br />- <br />- <br />100.50 <br />---------- -- <br />-- <br />- <br />10.00 <br />------- ---------- <br />6.37 <br />---------- --------- <br />0.00 <br />--------- -------- <br />0.004 <br />-------- ----- <br />0.394 <br />------ <br />• <br />
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