2008-11-26_PERMIT FILE - M2008080 ‎(9)‎

• Permit No: M2008080
• IBM Index Class Name: PERMIT FILE
• Doc Date: 11/26/2008
• Doc Name: Slope Stability- Appendix C
• From: Journey Ventures, LLC
• To: DRMS
• Media Type: D
• Archive: No

CASES-EQ.OPT
XSTABL File: CASE3-EQ 11-22-** 12:13
******************************************
* X S T A B L
* *
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 A 96
* Interactive Software Designs, Inc.
* Moscow, ID 83843, U.S.A.
* *
* All Rights Reserved
* *
* Ver. 5.105a 95 A 1483
******************************************
Problem Description : KERSEY PIT - CASE 3 - EQ
-----------------------------
SEGMENT BOUNDARY COORDINATES
-----------------------------
12 SURFACE boundary segments
Segment x-left y-left x-right y-right
No. (ft) (ft) (ft) (ft)
1 .0 203.0 98.5 202.8
2 98.5 202.8 99.5 199.8
3 99.5 199.8 104.5 199.8
4 104.5 199.8 105.5 202.8
5 105.5 202.8 203.2 251.6
6 203.2 251.6 241.6 264.4
7 241.6 264.4 250.0 267.2
8 250.0 267.2 260.0 267.3
9 260.0 267.3 265.0 267.5
10 265.0 267.5 304.3 268.7
11 304.3 268.7 356.7 271.2
12 356.7 271.2 400.0 272.5
20 SUBSURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 241.6 264.4 259.9
2 265.1 264.5 304.3
3 304.3 265.7 356.7
4 356.7 268.2 400.0
5 105.5 202.8 253.3
6 253.3 202.5 259.8
7 265.2 203.6 311.8
Page 1
y-right
(ft)
264.3
265.7
268.2
269.5
202.5
203.2
208.2
Soil Unit
Below Segment
2
2
1
2
3
3
4
4
5
4
4
4
Soil Unit
Below Segment
3
3
3
3
2
2
2