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

Investigation into Continued Damage at the Solitario Ranch Page 15
EXHIBIT 1 page 001
Surface Deformation Prediction System
SDPS version S.1Q 02/08/2001
Influence Function Method 10:04:53
Project File : H: \1n3pO1.PRJ
Units: Imperial
Parameters: Tang 1 .23 Bs = 0. 35
Def.Index Id : 1n3p01
Deformation file s: ".DAT"
Case Descrip tion
Convert SDPS run used Eor 1996 evaluat ion to versi on 5.1
Coordinates of P redi ction Points (ft)
PT# X-coord Y-coord Eleva tion
1 0. 000 -500 .000 7300 .000
2 0. 000 -900 .000 7267 .000
3 0. 000 -300 .000 7240 .000
9 0. 000 -200 .000 7238 .000
5 0. 000 -100 .000 7228 .000
6 0. 000 0 .000 7225 .000
7 0. 000 100 .000 7218 .000
8 0. 000 200 .000 7215 .000
9 0. 000 300 .000 7215 .000
10 0. 000 900 .000 7198 .000
11 0. 000 500 .000 7200 .000
12 200. 000 -500 .000 7325 .000
13 200. 000 -900 .000 7300 .000
14 200. 000 -300 .000 7237 .000
15 200. 000 -200 .000 7230 .000
16 200. 000 -100 .000 7225 .000
17 200. 000 0 .000 7220 .000
18 200. 000 100 .000 7210 .000
19 200. 000 200 .000 7205 .000
20 200. 000 300 .000 7205 .000
21 200. 000 400 .000 7205 .000
22 200. 000 500 .000 7198 .000
Parcel No Point No North ing fast ing Seam Extraction Subs.
Elevation Thickness Factor
1 1. 001 0 .00 -310 .00 6782 .00 6. 00 5. 00
1 1. 002 -300 .00 -310 .00 6794. 00 6. 00 5. 00
1 1. 003 -500 .00 -310 .00 6799 .00 6. 00 5. 00
1 1. 004 -700 .00 -250 .00 6801 .00 6. 00 5. 00
1 1. 005 -700 .00 0 .00 6794 .00 6. 00 5. 00
1 1. 006 -700 .00 250 .00 678A .00 6 .00 5. 00
1 1. 007 -500 .00 310 .00 6782 .00 6 .00 5. 00
1 1. 008 -400 .00 310 .00 6782 .50 6 .00 5. 00
1 1. 009 -900 .00 100 .00 6784 .00 6 .00 5. 00
1 1. 010 0 .00 100 .00 6778 .00 6 .00 5. 00
2 2. 001 0 .00 100 .00 6776 .00 6 .00 5. 00
2 2. 002 -400 .00 100 .00 6784 .00 6 .00 5 .00
2 2. 003 -400 .00 310 .00 6782 .50 6 .00 5 .00
2 2. 004 -300 .00 310 .00 6783 .00 3 .50 9. 00
2 2. 005 -300 .00 200 .00 6785 .00 3 .50 9. 00
2 2. 006 0 .00 200 .00 677A .00 3 .50 15. 00
3 3. 001 0 .00 200 .00 677A .00 3 .00 68. 00
3 3. 002 -300 .00 200 .00 6785 .00 3 .00 68 .00
3 3. 003 -300 .00 310 .00 6783 .00 3 .00 68 .00
3 3. 004 0 .00 310 .00 6780 .00 3 .00 68 .00
EXHIBIT 1 page 002
Subsidence (ft) and Slopes (8)