ENFORCE26805

• Permit No: C1981013
• IBM Index Class Name: Enforcement
• Doc Date: 2/1/2001
• Doc Name: REPORT CONCERNING AN INVESTIGATION INTO CONTINUED DAMAGE TO THE HOUSE & WATER SUPPLY PIPELINE AT THE
• Violation No.: CV2000009
• Media Type: D
• Archive: No

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Surface Deformation Prediction System 4.Op
Influence Function Method
Project File:
Units:
Parameters:
Def.Index Id:
Deformation files:
Case Description
Allen Mine E-W
F:\SDPS\AM-EW.PRJ
Imperial
Tang = 2.3] Bs = .35
AM-E k'
'.SDP"
prediction points.
INPUT DATA: DIMENSIONS OF RECTANGULAR MINE PLAN
Parcel Adjust West East South
Num Option Border Border Border
1 Orig -225.0 225.0 -1030.0
1 Auto -151.4 151.4 -1030.0
page
04-98-1995
20:11:00
PARCEL(S) USED
North
Border
1030.0
956.4
Subsidence [f t] and Slopes [%]
PT$ SU Tx Ty Ta Tm
1 -0.003 999.000 999. 000 999 .000 999. 000 999 .0
2 -0.006 999.000 999 .000 999 .000 999. 000 999 .0
3 -0.012 999.000 999. 000 999 .000 999 .000 999 .0
4 -0.023 999.000 999. 000 999 .000 999. 000 999 .0
5 -0.041 999.000 999 .000 999 .000 999 .000 999 .0
6 -0.065 999.000 999 .000 999 .000 999 .000 999 .0
7 -0.131 999.000 999 .000 999 .000 999 .000 999 .0
8 -0.209 999.000 999 .000 999 .000 999 .000 999 .0
9 -0.320 999.000 999 .000 999 .000 999 .000 999 .0
10 -0.471 999.000 999. 000 999. 000 999. 000 999 .0
11 -0.666 999.000 999. 000 999. 000 999. 000 999. 0
12 -0.903 999.000 999. 000 999. 000 999. 000 999. 0
13 -1.177 999.000 999. 000 999. 000 999. 000 999 .0
14 -1.479 999.000 999. 000 999. 000 999. 000 999. 0
15 -1.792 999.000 999. 000 999. 000 999. 000 999. 0
16 -2.101 999.000 999. 000 999. 000 999. 000 999. 0
17 -2.386 999.000 999. 000 999. 000 999. 000 999 .0
18 -2.634 999.000 999. 000 999. 000 999. 000 999 .0
19 -2.805 999.000 999. 000 999. 000 999. 000 999 .0
2U -2.921 999.D00 999. 000 999. 000 999. 000 999 .0
21 -2.960 999.000 999. 000 999. 000 999. 000 999 .0
22 -2.921 999.000 999. 000 999. 000 999. 000 999 .0
23 -2.805 999.000 999. 000 999. 000 999. 000 999 .0
24 -2.634 999.000 999. 000 999. 000 999. 000 999. 0
25 -2.386 999.000 999. 000 999. 000 999. 000 999 .0
26 -2.101 999.000 999. 000 999. 000 999. 000 999 .0
27 -1.792 999.000 999. 000 999. 000 999. 000 999 .0
28 -1.479 999.000 999. 000 999 .000 999. 000 999 .0
29 -1.177 999.000 999. 000 999. 000 999. 000 999 .0
30 -0.903 999.000 999. 000 999. 000 999. 000 999 .0
31 -0.666 999.000 999. 000 999 .000 999. 000 999 .0
32 -0.471 999.000 999. 000 999. 000 999. 000 999 .0
33 -0.320 999.000 999. 000 999. 000 999. 000 999 .0
34 -0.209 999.000 999. 000 999. 000 999. 000 999 .0
3S -U.131 999.000 999 .000 999 .UW 999 .000 999 .0
36 -0.065 999.000 999 .000 999 ,000 999 .000 999 .0
37 -0.041 999.000 999 .000 999 .000 999 .000 999 .0
38 -0.023 999.000 999 .000 999 .000 999 .000 999 .0
39 -0.012 999.000 999 .000 999 .000 999 .000 999 .0
40 -0.006 999.000 999 .000 999 .000 999 .000 999 .0
41 -0.003 999.000 999 .000 999 .000 999 .000 999 .0
AngTm
Subs. Curve
Factor Mode
62.00 ****
59.54 Cons
FIGURE AM-3 ALLEN MINE
SURFACE DEFORMATION
PREDICTION SYSTEM (SDPS)
WOODWARD-CLYDE PARAMETERS
TRANSVERSE DEFORMATION,
INFLUENCE FUNCTION METHOD
PREDICTION POINTS ON A 25 FOOT
SPACING.
WEST-EAST ORIENTATION. SEE
ALSO FIGURES AM-4 AND AM-5.