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"D~eam Longwall Subsidence Page 50 • August 17, 1998 • <br />Table 11. Cumulative maximum vertical subsidence for Panel #10, Panel #11, Panel #12 and <br />from crushing of chain pillars between Panels #10 and #11 and between Panels #11 and #12. <br />Subsidence Subsidence <br />Predicted Source <br />Overburden <br />1500-ft <br />Cover <br />Depth <br />Mining of <br />Panel #10 <br />Predicted Vertical Subsidence at Locations <br />Between Panel #12 Pillar Panel #11 Pillar <br />Panel #12 Center- Between Center- Between <br />& Panel Line Panels Line Panels <br />#13 #12 & #11 #11 & #10 <br />0.00-ft 0.00-ft 0.11-ft 0.39-ft 1.72-ft <br />Panel #10 <br />Center- <br />Line <br />4.57-ft <br /> Mining of 0.07-ft 0.38-ft 1.69-ft 9.37-ft 1.69-ft 0.38-ft <br /> Panel #11 <br /> Mining of 1.07-ft 9.09-ft 1.63-ft 0.37-ft 0.11-ft 0.00-ft <br /> Panel #12 <br /> Pillar 0.00-ft 3.78-ft 3.78-ft 3.78-ft 3.78-ft 3.78-ft <br /> Crushi ng <br />Predicted Totals 1.19-ft 8.25-ft 7.21-ft 8.91-ft 7.30-ft 8.73-ft <br /> <br />2000-ft Mining of 0.00-ft 0.19-ft 0.98-ft 0.57-ft 1.86-ft 2.66-ft <br />Cover Panel #10 <br />Depth <br /> Mining of 0.15-ft 0.66-ft 2.13-ft 3.06-ft 2.13-ft 0.66-ft <br /> Panel #11 <br /> Mining of 1.91-ft 2.96-ft 2.07-ft 0.64-ft 0.21-ft 0.06-ft <br /> Panel #12 <br />Pillar 0.00-ft 9.07-ft 4.07-ft 9.07-ft 9.07-ft 4.07-ft <br />Crushing <br />Predicted Totals 1.56-ft 7.88-ft 8.75-ft 8.39-ft 8.27-ft 7.45-ft <br />so <br />