2006-12-19_REVISION - M2001107

• Permit No: M2001107
• IBM Index Class Name: Revision
• Doc Date: 12/19/2006
• Doc Name: Adequacy Review Response
• From: J&T Consulting, Inc.
• To: DRMS
• Type & Sequence: TR3
• Media Type: D
• Archive: No

9-NCC.OPT
XSTABL File: 9-NCC 11-27-** 29:33
* X S T A B L
+ *
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 ti 96
* Interactive Software Designs, Inc.
* Moscow, ZD 83693, U.S.A.
+ *
* All Rights Reserved
* *
* Ver. 5.1O5a 95 li 1983
Problem Description CASE 4 - CR 25
SEGMENT BOUNDARY COORDINATES
____________________________
14 SORFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No, (ft) (ft) (ft) (ft) Below Segment
1 200.0 103.0 285.0 103.0 4
2 285.0 103.0 286.0 100.0 9
3 286.0 100.0 291.0 100.0 9
4 291.0 100.0 292.0 103.0 9
5 292.0 103.0 292.1 106.0 3
6 292.1 106.0 292.2 121.5 2
7 292.2 121.5 299.7 137.0 2
B 299.7 137.0 301.2 140.0 1
9 301.2 140.0 348.0 140.3 1
10 398.0 190.3 356.0 190.3 1
11 358.0 190.3 369.6 190.3 1
12 369.6 190.3 378.9 191.7 1
13 378.9 191.7 901.0 191.7 1
14 901.0 191.7 918.0 191.9 1
5 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 299.7 137.0 398.0 137.3 2
2 398.0 137.3 376.0 137.3 2
3 376.0 137.3 918.0 137.3 2
4 292.1 106.0 918.0 106.0 3
5 292.0 103.0 918.0 103.0 4
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