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: CEL2AQ2 1-22-20 17 :01
******************************************
* 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 E Static
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
8 SURFACE boundary segments
Segment x-left y-left x-right y-right
Soil Unit
No. (ft) (ft) (ft) (ft)
Below Segment
1 .0 4803 .0 101.0 4803 .0
5
2 101.0 4803 .0 148.0 4818.5
4
3 148 .0 4818.5 157 .0 4821.5
1
4 157.0 4821.5 182 .0 4821.5
1
5 182 .0 4821.5 185.0 4821.5
3
6 185.0 4821.5 202 .0 4821.0
1
7 202 .0 4821.0 211.4 4819.3
1
8 211 .4 4819.3 250.0 4819.3
1
1