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

page
Surface Deformation Prediction System 4.Op 04-12-1995
Influence Function Method 08:18:08
Project File: E:\AM-PP.PRJ
Units: Imperial
Parameters: Tang = 2.31 Bs = .35
Def.Index Id: AM-PP
Deformation files: ".SDP"
Case Description
Allen Mine, no adjustments
1
1
1
INPUT DATA: DIMENSIONS OF RECTANGULAR MINE PLAN PARCEL(S) USED
Parcel Adjust West East South North Subs. Curve
Num Option Border Horder Border Border Factor Mode
1 Orig -225.0 225.0 -1030.0 1030.0 62.00 ****
1 Auto -225.0 225.0 -1030.0 956.4 59.54 Cons
Subsidence [ft] and Slopes [%]
PT# SU Tx Ty Ta Tm
1 -3 .324 999.000 999 .000 999 .000 999 .000 999 .0
2 -3 .253 999.000 999 .000 999 .000 999 .000 999 .0
3 -3 .149 999.000 999 .000 999 .000 999 .000 999 .0
4 -3 .007 999.000 999 .000 999 .000 999 .000 999 .0
5 -2 .825 999.000 999 .000 999 .000 999 .000 999 .0
6 -2 .600 999.000 999 .000 999 .000 999 .000 999 .0
7 -2 .338 999.000 999 .000 999 .000 999 .0(N1 999 .0
8 -2 .046 999.000 999 .000 999 .000 999 .000 999 .0
9 -1 .739 999.000 999 .000 999 .000 999 .000 999 .0
10 -1 .431 999.000 999. 000 999. 000 999. 000 999 .0
11 -1 .137 999.000 999. 000 999. 000 999. 000 999 .0
12 -0 .871 999.000 999. 000 999. 000 999. 000 999 .0
13 -0 .642 999.000 999. 000 999. 000 999. 000 999 .0
14 -0 .455 999.000 999. 000 999. 000 999. 000 999 .0
15 -0 .309 999.000 999. 000 999. 000 999. 000 999 .0
16 -0 .201 999.000 999. 000 999. 000 999. 000 999 .0
17 -0 .126 999.000 999. 000 999. 000 999. 000 999 .0
18 -0 .063 999.000 999. 000 999. 000 999. 000 999 .0
19 -0. 039 999.000 999. 000 999. 000 999. 000 999 .0
20 -0 .022 999.000 999. 000 999. 000 999. 000 999 .0
21 -0 .012 999.000 999. 000 999. 000 999. 000 999 .0
22 -0. 006 999.000 999. 000 999. 000 999. 000 999 .0
23 -0 .003 999.000 999. 000 999. 000 999. 000 999 .0
24 -0 .001 999.000 999. 000 999. 000 999. 000 999. 0
25 -0. 001 999.000 999. 000 999. 000 999. 000 999. 0
26 -0 .000 999.000 999. 000 999. 000 999. 000 999 .0
27 -0 .000 999.000 999. 000 999. 000 999. 000 999. 0
28 -0. 000 999.000 999. 000 999. 000 999. 000 999. 0
29 -0 .000 999.000 999. 000 999. 000 999. 000 999 .0
30 -0. 000 999.000 999. 000 999. 000 999. 000 999. 0
31 -0. 000 999.000 999. 000 999. 000 999. 000 999. 0
32 -0 .000 999.000 999. 000 999. 000 999. 000 999 .0
33 -0. 000 999.000 999. 000 999. 000 999. 000 999. 0
34 0 .000 999.000 999 .000 999 .000 999. 000 999 .0
AngTm
FIGURE AM-6 ALLEN MINE
SURFACE DEFORMATION
PREDICTION SYSTEM (SDPS)
WOODWARD-CLYDE PARAMETERS
SAME PARAMETERS AS AM-1
LONGITUDINAL DEFORMATION,
INFLUENCE FUNCTION METHOD
PREDICTION POINTS ON A 100 FOOT
SPACING.
SOUTH-NORTH ORIENTATION. SEE
ALSO FIGURE AM-e