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: CELIDQ 1-22-20 32 :51
******************************************
* 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 D Seismic
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
11 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 98 .9 4808 .4
5
2 98 .9 4808.4 125.8 4821.0
4
3 125 .8 4821.0 131.8 4824 .8
1
4 131 .8 4824 .8 151.3 4825.6
1
5 151.3 4825.6 162 .3 4825.8
1
6 162 .3 4825.8 167.4 4822 .0
1
7 167 .4 4822.0 182 .8 4822 .0
1
8 182 .8 4822. 0 185 .9 4822 .7
1
9 185 .9 4822 .7 195.7 4823 .3
1