2015-01-12_REVISION - M1985112 ‎(7)‎

• Permit No: M1985112
• IBM Index Class Name: Revision
• Doc Date: 1/12/2015
• Doc Name: New Amendment
• From: Loloff Construction, Inc.
• To: DRMS
• Type & Sequence: AM1
• Email Name: TAK
• Email Name: PSH
• Media Type: D
• Archive: No

EASTFTOP.OPT
XSTABL File: EASTF 10-17-** 8:56
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 83843, U.S.A. *
* *
* All Rights Reserved *
* *
* ver. 5.105a 95 A 1483 *
******************************************
Problem Description : Loloff Pit East Full Top Reservoir
SEGMENT BOUNDARY COORDINATES
4 SURFACE boundary segments
Segment x-left y-left x-right y-right soil unit
No. (ft) (ft) (ft) (ft) Below Segment
1 100.0 100.0 200.0 100.0 2
2 200.0 100.0 362.0 154.0 3
3 362.0 154.0 377.0 159.0 4
4 377.0 159.0 500.0 159.0 4
3 SUBSURFACE boundary segments
segment x-left y-left x-right y-right Soil unit
No. (ft) (ft) (ft) (ft) Below Segment
1 362.0 154.0 500.0 154.0 3
2 100.0 100.0 500.0 100.0 2
3 100.0 97.0 500.0 97.0 1
ISOTROPIC Soil Parameters
4 soil unit(s) specified
Soil Unit weight cohesion Friction Pore Pressure Water
Unit Moist Sat. Intercept Angle Parameter Constant Surface
No. (pcf) (pcf) (psf) (deg) Ru (psf) No.
1 125.0 141.0 2000.0 20.00 .000 .0 1
2 125.0 141.0 100.0 18.00 .000 .0 1
3 110.0 125.0 .0 35.00 .000 .0 1
4 110.0 131.0 150.0 22.00 .000 .0 1
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