2012-08-14_REVISION - M2002020 ‎(5)‎

• Permit No: M2002020
• IBM Index Class Name: REVISION
• Doc Date: 8/14/2012
• Doc Name: RESPONSE TO ADEQUACY REVIEW
• From: BLUE EARTH
• To: DRMS
• Type & Sequence: AM1
• Email Name: PSH
• Media Type: D
• Archive: No

XSTABL File: RIVERC30 2 -28 - ** 11:55
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* 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 : Poudre River Const w /30ft offset
SEGMENT BOUNDARY COORDINATES
8 SURFACE boundary segments
Segment x - left y - left x -right y -right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 50.0 100.0 207.0 100.0 5
2 207.0 100.0 210.0 130.0 3
3 210.0 130.0 240.0 130.0 3
4 240.0 .130.0 316.5 155.5 2
5 316.5 155.5 356.5 155.5 3
6 356.5 155.5 361.5 153.0 3
7 361.5 153.0 366.5 150.5 1
8 366.5 150.5 ' 386.5 150.5 1
8 SUBSURFACE boundary segments
Segment x - left y -left x -right y -right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 315.5 147.5 316.3 153.0 1
2 316.3 153.0 316.5 155.5 3
3 316.3 153.0 361.5 153.0 1
4 240.0 130.0 314.0 130.0 3
5 314.0 130.0 315.5 147.5 3
6 315.5 147.5 386.5 147.5 3
7 207.0 100.0 386.5 100.0 5
8 50.0 94.5 386.5 94.5 6