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"~ <br />L <br />ll <br />b <br />id 95• A 17 <br />1998 • <br />on <br />eam en <br />gwa <br />Su <br />s ce Page ugust , <br />Table 9. Cu mulative maximum vertical subsidence for Panel #9, Panel #5, Panel #6 and from <br />crushing of chain pillars between Pan els #9 and #5 and between Panels #5 and #6. <br />Subsidence Subsidence Predicted Vertica l Subsidence at Locatio ns <br />Predicted Source <br />Overburden Between Panel #6 Pillar Panel #5 Pillar Panel #9 <br /> Panel #6 Center- Between Center- Between Center- <br /> & Panel Line Panels Line Panels Line <br /> #7 #6 & #5 #5 & #9 <br /> <br />1500-ft Mining of 0.00-ft 0.00-ft 0.12-ft 0.91-ft 1.79-ft 6.59-ft <br />Cover Panel #9 <br />Depth <br /> Mining of 0.07-ft 0.40-ft 1.79-ft 9.78-ft 1.79-ft 0.90-ft <br /> Panel #5 <br /> Mining of 1.16-ft 9.78-ft 1.78-ft 0.90-ft 0.12-ft 0.00-ft <br /> Panel #6 <br /> Pillar 0.00-ft 3.78-ft 3.78-ft 3.78-ft 3.78-ft 3.78-ft <br /> Crushing <br />Predicted Totals 1.23-ft 8.96-ft 7.97-ft 9.37-ft 7.98-ft 10.72-ft <br /> <br />2000-ft Mining of 0.00-ft 0.06-ft 0.19-ft 0.59-ft~ 1.93-ft 2.96-ft <br />Cover Panel #4 <br />Depth <br /> Mining of 0.19-ft 0.59-ft 1.92-ft 2.76-ft 1.92-ft 0.59-ft <br /> Panel #5 <br />Mining of 1.30-ft 2.78-ft 1.92-ft 0.59-ft 0.19-ft 0.06-ft <br />Panel #6 <br />Pillar 0.00-ft 4.07-ft 9.07-ft 4.07-ft 4.07-ft 9.07-ft <br />Crushing <br />Predicted Totals 1.99-ft 7.50-ft 8.10-ft 8.01-ft 8.11-ft 7.68-ft <br />95 <br />