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: CELIFQ 1-22-20 33 :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 1 Sec F Seismic
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
6 SURFACE boundary segments
Segment x-left y-left x-right y-right
Soil Unit
No. (ft) (ft) (ft) (ft)
Below Segment
1 .0 4809.0 99.5 4809.5
5
2 99 .5 4809.5 120 .3 4819.9
4
3 120 .3 4819.9 126 .3 4822 .9
1
4 126 .3 4822 .9 140.0 4822 .7
1
5 140 .0 4822 .7 167 .7 4825.1
1
6 167.7 4825 .1 220 .0 4824.8
1
4 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right
1