2010-09-30_INSPECTION - M2000082

• Permit No: M2000082
• IBM Index Class Name: INSPECTION
• Doc Date: 9/30/2010
• Doc Name: Response to Corrective Actions
• From: Aggregate Industries
• To: DRMS
• Inspection Date: 3/31/2010
• Email Name: JLE
• Media Type: D
• Archive: No

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XSTABL File: TRIALlA 3-20-** 9:28
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* X S T A B L
* *
* Slope Stability Analysis
* using the
* Method of Slices
* *
* Copyright (C) 1992 - 96
* Interactive Software Designs, Inc.
* Moscow, ID 83843, U.S.A.
* *
* All Rights Reserved
* *
* Ver. 5.200 96 - 1306
******************************************
Problem Description : East 8th Street Operation-North End
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SEGMENT BOUNDARY COORDINATES
-----------------------------
3 SURFACE boundary segments
Segment x-left y-left x-right
No. (ft) (ft) (ft)
1 .0 .0 220.0
2 220.0 72.0 240.0
3 240.0 80.0 400.0
y-right Soil Unit
(ft) Below Segment
72.0 2
80.0 1
80.0 1
2 SUBSURFACE boundary segments
Segment x-left y-left x-right y-right Soil Unit
No. (ft) (ft) (ft) (ft) Below Segment
1 220.0 72.0 400.0 72.0 2
2 .0 .0 400.0 .0 3
-----------
ISOTROPIC S
----------- ---------------
oil Parameters
---------------
3 Soil uni t(s) specified
Soil Unit Weight Cohesion Friction Pore Pr essure Water
Unit Moist Sat. Intercept Angle Parameter Constant Surface
No. (pcf) (pcf) (psf) (deg) Ru (psf) No.
1 92.0 111.0 .0 25.00 .000 .0 0
2 136.5 144.4 .0 34.00 .000 .0 1