2020-02-05_REVISION - M1998013 ‎(27)‎

• Permit No: M1998013
• IBM Index Class Name: REVISION
• Doc Date: 2/5/2020
• Doc Name: Request For Amendment To Permit
• From: Bestway Concrete Co.
• To: DRMS
• Type & Sequence: AM3
• Email Name: ECS
• Email Name: MAC
• Media Type: D
• Archive: No

XSTABL File: CEL2AQ 1-22-20 16 :45
******************************************
* X S T A B L
* *
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 - 2002
* Interactive Software Designs, Inc.
* Moscow, ID 83843, U.S.A.
* *
* All Rights Reserved
* *
* Ver. 5 .206 96 - 1952
******************************************
Problem Description : Vogl Cell 2A Sec B Seismic
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
10 SURFACE boundary segments
Segment x-left y-left x-right y-right
Soil Unit
No. (ft) (ft) (ft) (ft)
Below Segment
1 .0 4798.0 100 .0 4798.0
5
2 100.0 4798 .0 155.0 4816.0
4
3 155.0 4816.0 164 .0 4819.0
1
4 164 .0 4819 .0 189.0 4819.0
1
5 189 .0 4819.0 192 .0 4819.0
3
6 192 .0 4819 .0 209.0 4819.0
1
7 209 .0 4819.0 223 .8 4822 .8
1
8 223 .8 4822 .8 245.0 4823 .5
1
9 245.0 4823 .5 280 .0 4824.0
1