2022-03-25_PERMIT FILE - M2022001

• Permit No: M2022001
• IBM Index Class Name: Permit File
• Doc Date: 3/25/2022
• Doc Name: Adequacy Review Response
• From: Civil Resources, LLC
• To: DRMS
• Email Name: PSH
• Email Name: JLE
• Media Type: D
• Archive: No

XSTABL File: SW50S4 12-30-21 11 : 13
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* 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 : Section 20 Slurry Wall 50 ft
Static
-----------------------------
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 . 0 4696.0 200 .0 4696. 0
4
2 200 . 0 4696. 0 215 .0 4706 . 0
2
3 215 . 0 4706. 0 222 .5 4711 . 0
1
4 222 . 5 4711 . 0 267 .5 4741 . 0
2
5 267 . 5 4741 . 0 275 .0 4746. 0
1
6 275 . 0 4746. 0 304 . 0 4746 . 0
1
7 304 . 0 4746. 0 307 . 0 4746. 0
3
8 307 .0 4746.0 350 . 0 4746. 0
1
1