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PERMFILE107441
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PERMFILE107441
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Entry Properties
Last modified
8/24/2016 9:59:57 PM
Creation date
11/24/2007 3:18:41 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981012
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 19 Refuse Disposal Area Road Design, 9/93
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\BASIN\RDA#3 User: C.W. BEGEJ <br /> Date: 09-09-1993 Time: 13:37:05 <br /> WATERSHED #3 <br /> Storm: 2 .90 inches, 10 year-24 hour, SCS Type II <br /> Hydrograph Convolution Interval: 0.1 hr <br /> ------------------------------------------- <br />------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br />------------------------------------------- <br />------------------------------------------- - <br />- <br /> <br />- <br />- <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) (8) (fps) (hr) <br />---------------------------------------------- <br />--------------------------- <br />---------------- (hr) <br />------- <br />--- (hr) <br />------------ <br />--- <br /> <br />1 1 <br />1 1 -a - <br />-- <br />1 200.00 32.50 1.44 0.04 ---- --------- <br /> -b 7 160.00 50.00 14.23 0.00 <br /> <br />---- -c <br />---------- 8 350.00 14.77 11.53 0.01 <br />------------------------ <br />-------------- 0.050 <br />--- <br />---- <br /> <br />1 1 <br />---- <br />1 1 -1 <br />---------- ---- <br />---- <br />8 10.11 14.77 11.53 0.00 <br />---------------------------------------------- ---- <br /> <br />------- -------- <br />0.000 0.435 <br />------------ <br />---- <br />1 1 ---------- <br />1 2 -a ---------------------------------------------- <br />7 25.00 5.00 4.50 0.00 ------- ------------ <br /> <br />---- <br />---- -b <br />---------- <br />---------- 8 350.00 14.77 11.53 0.01 <br />---------------------------------------------- <br />---------------------------------------------- 0.009 <br />------- <br />------- <br />------------ <br />------------ <br />L, <br />LJ <br />PF-9 <br />
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