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REV04523
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REV04523
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Entry Properties
Last modified
8/25/2016 1:02:41 AM
Creation date
11/21/2007 9:18:26 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
11/21/1996
Doc Name
SYLVESTER GULCH STABILITY ANALYSIS FOR RECLAMATION
From
GOLDER ASSOCIATES
To
MOUNTAIN COAL CO
Type & Sequence
PR7
Media Type
D
Archive
No
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XSTABL File: SUB 35RC 11-14-96 11:25 <br />**************a**+********+******a******** <br />* X S TAB L * <br />* * <br />* Slope Stability Analysis <br />* using the * <br />* Method of Slices <br />* * <br />* Copyright (C) 1992 a 95 <br />* Interactive Software Designs, Inc. * <br />* Moscow, ID 83843, U.S.A. <br />* * <br />* All Rights Reserved <br />* * <br />* Ver. 5.105 95 a 1318 * <br />*****************************************a <br />Problem Description SYLVESTER GULCH - Substation Sec F-F <br />----------------------------- <br />SEGMENT BOUNDARY COORDINATES <br />----------------------------- <br />52 SURFACE boundary segments <br />Segment x-left y-left x-right y-right Soil Unit <br />No. (ft) (ft) (ft) (ft) Below Segment <br />1 .0 6765.0 18.0 6760.0 1 <br />2 18.0 6760.0 50.0 6753.0 1 <br />3 50.0 6753.0 61.0 6752.0 1 <br />4 61.0 6752.0 72.0 6750.0 1 <br />5 72.0 6750.0 96.0 6746.0 1 <br />6 96.0 6746.0 109.0 6744.0 1 <br />7 109.0 6744.0 120.0 6750.0 1 <br />8 120.0 6750.0 205.0 6760.0 1 <br />9 205.0 6760.0 280.0 6780.0 1 <br />10 280.0 6780.0 350.0 6800.0 1 <br />11 350.0 6800.0 405.0 6820.0 1 <br />12 405.0 6820.0 450.0 6840.0 1 <br />13 450.0 6840.0 510.0 6860.0 1 <br />14 510.0 6860.0 550.0 6880.0 1 <br />15 550.0 6880.0 571.0 6900.0 1 <br />16 571.0 6900.0 602.0 6918.0 1 <br />17 602.0 6918.0 624.0 6929.0 1 <br />18 624.0 6929.0 645.0 6940.0 1 <br />19 645.0 6940.0 670.0 6952.0 1 <br />20 670.0 6952.0 686.0 6960.0 1 <br />21 686.0 6960.0 696.0 6967.0 1 <br />22 696.0 6967.0 703.0 6973.0 1 <br />23 703.0 6973.0 710.0 6980.0 1 <br />24 710.0 6980.0 724.0 6993.0 1 <br />25 724.0 6993.0 732.0 7000.0 1 <br />26 732.0 7000.0 746.0 7020.0 1 <br />
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