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

2-NCC-EQ.OPT
XSTABL File: 2-NCC-EQ 11-27-** 18:52
*******#*k*************i:***i:**+****+**+:t**
* 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 83643, U.S.A.
*
* All Rights Reserved
* +
* Ver. 5.1O5a 95 A 1483
Problem Description CASE 2 - LITTLE DRY CREEK - SEISMIC
____________________________
SEGMENT BOUNDARY COORDINATES
____________________________
19 SURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (£t) Below Segment
1 200.0 103.0 285.0 103.0 9
2 285.0 103.0 286.0 100.0 4
3 286.0 100.0 291.0 100.0 4
9 291.0 100.0 292.0 103.0 9
5 292.0 103.0 292.1 106.0 3
6 292.1 106.0 292.2 117.5 2
7 292.2 117.5 297.8 129.5 2
6 297.8 129.5 299.1 132.0 1
9 299.1 132.0 353.6 132.2 1
10 353.6 132.2 359.9 131.2 1
11 359.9 131.2 357.8 129.1 1
12 357.8 129.1 370.5 129.1 1
13 370.5 129.1 373.0 131.1 1
19 373.0 131.1 923.0 132.0 1
7 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 297.8 129.5 352.8 129.7 2
2 352.8 129.7 357.8 126.6 2
3 357.8 126.6 370.5 126.6 2
9 370.5 126.6 373.0 128.6 2
5 373.0 128.6 923.0 129.5 2
6 292.1 106.0 923.0 106.0 3
7 292.0 103.0 423.0 103.0 9
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