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Investigation into Continued Damage at the Solitario Ranch Page 17 <br />EXHIBIT 2 page 001 <br />Surface Deformation Prediction System <br />SDPS version S.1Q 02/08/2001 <br />Influence Function Method 11:32:33 <br />Project File: H:\1n3 p02.PRJ <br />Units: Imperial <br />Parameters: Tang = 1.23 Bs = 0.35 <br />Def.Index Id: 1n3p02 <br />Deformation files: ".DAT" <br />Case Description <br />Calculation showing continued weakness in the adjacent NW <br />pillars of 1N @ 6 & 7 N <br />Coordinates of Prediction Points (ft) <br />PTH X-coord Y-coord Elevation <br />1 0. 000 -500 .000 7300 .000 <br />2 0. 000 -400 .000 7267 .000 <br />3 0. 000 -300 .000 7290 .000 <br />4 0. 000 -200 .000 7238 .000 <br />5 0. 000 -100 .000 7228 .000 <br />6 0. 000 0 .000 7225 .000 <br />7 0. 000 100 .000 7218 .000 <br />8 0. 000 200 .000 7215 .000 <br />9 0. 000 300 .000 7215 .000 <br />10 0. 000 900 .000 7198 .000 <br />11 0. 000 500 .000 7200 .000 <br />12 200. 000 -500 .000 7325 .000 <br />13 200. 000 -900 .000 7300 .000 <br />19 200. 000 -300 .000 7237 .000 <br />15 200. 000 -200 .000 7230 .000 <br />16 200. 000 -100 .000 7225 .000 <br />17 200. 000 0 .000 7220 .000 <br />18 200. 000 100 .000 7210 .000 <br />19 200. 000 200 .000 7205 .000 <br />20 200. 000 300 .000 7205 .000 <br />21 200. 000 400 .000 7205 .000 <br />22 200. 000 500 .000 7198 .000 <br />Parcel No Poin t No North ing Ea sting Seam Extracti on Subs. <br /> Elevation Thickness Factor <br />1 1 .001 0 .00 -310 .00 6782. 00 6. 00 5. 00 <br />1 1 .002 -300 .00 -310 .00 6799. 00 6. 00 5. 00 <br />1 1 .003 -500 .00 -310 .00 6799. 00 6. 00 5. 00 <br />1 1 .004 -700 .00 -250 .00 6801. 00 6. 00 5. 00 <br />1 1 .005 -700 .00 0 .00 6794. 00 6. 00 5. 00 <br />1 1 .006 -700 .00 250 .00 6788. 00 6. 00 5. 00 <br />1 1 .007 -500 .00 310 .00 6782. 00 6. 00 15. 00 <br />1 1 .008 -900 .00 310 .00 6782. 50 4. 00 30. 00 <br />1 1 .009 -900 .00 100 .00 6789 .00 4. 00 30. 00 <br />1 1 .010 0 .00 100 .00 6778 .00 9 .00 30. 00 <br />2 2 .001 0 .00 100 .00 6776 .00 3 .50 30. 00 <br />2 2 .002 -400 .00 100 .00 6784. 00 9. 00 30. 00 <br />2 2 .003 -900 .00 310 .00 6782. 50 4. 00 30. 00 <br />2 2 .009 -300 .00 310 .00 6783. 00 3. 00 68. 00 <br />2 2 .005 -300 .00 200 .00 6785. 00 3. 00 68. 00 <br />2 2 .006 0 .00 200 .00 6778 .00 3 .00 68. 00 <br />3 3 .001 0 .00 200 .00 6778 .00 3 .00 68. 00 <br />3 3 .002 -300 .00 200 .00 6785 .00 3 .00 68 .00 <br />3 3 .003 -300 .00 310 .00 6783 .00 3 .00 68 .00 <br />3 3 .004 0 .00 310 .00 6780 .00 3 .00 68 .00 <br />EXHIBIT 2 page 002 <br />Subsidence (ft) and Slopes ($) <br />