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~" Seam Longwall Subsidence Page i August 17, 1998 <br />Table 8 (Cont). Cumulative maximum vertical subsidence for Panel #1, Panel #2, Panel #3 <br />and from crushing of chain pillars between Panels #1 and #2 and between Panels #2 and #3. <br />Subsidence Subsidence <br />Predicted Source <br />Overburden <br />2500-ft <br />Cover <br />Depth <br />Mining of <br />Panel #1 <br />Mining of <br />Panel #2 <br />Mining of <br />Panel #3 <br />Predicted Vertical Subsidence at Locations <br />Between Panel #3 Pillar Panel #2 Pillar Panel #1 <br />Panel #3 Center- Between Center- Between Center- <br />6 Panel Line Panels Line Panels Line <br />#9 #3 6 #2 #2 6 #1 <br />0.02-ft 0.12-ft 0.32-ft 0.73-ft 1.93-ft 1.78-ft <br />0.22-ft 0.73-ft 1.93-ft <br />1.25-ft 1.78-ft 1.93-ft <br />1.78-ft <br />0.73-ft <br />1.93-ft <br />0.32-ft <br />0.73-ft <br />0.12-ft <br />Pillar 0.00-ft 9.30-ft 4.30-ft 4.30-ft 9.30-ft 9.30-ft <br />Crushing <br />Predicted Totals 1.99-ft 6.93-ft 7.98-ft 7.54-ft 7.96-ft 6.93-ft <br />49 <br />