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Elk Creek Mine Subsidence <br />Page 11 <br />February 26, 2003 <br />Table 1. Predicted subsidence effects near drainage crossings. <br />r_• <br />Panel Location Maximum Maximum Maximum Drainage <br /> Vertical Tensile Compressive <br /> Subsidence Strain Strain <br /> (f t ) J1E_ _~LE_ <br /> <br />#1 5-6,405 10.8 +33400 -26200 Bear Creek <br /> N-6,890 10.8 +20100 -15700 Bear Creek <br />#2 5-6,750 10.8 +18700 -14700 Bear Creek <br /> W-40 10.2 +14600 -11400 Bear Creek <br />#17 E-412 9.2 +10600 -8500 Bear Creek <br /> N-700 10.3 +9000 -7700 Bear Creek <br />#16 S-925 9.9 +8000 -6800 Bear Creek <br /> N-1,947 8.9 +6800 -5900 Bear Creek <br />#15 E-665 7.2 +6500 -5800 Bear Creek <br /> N-560 8.4 +5700 -5500 Bear Creek <br />#14 5-410 8.3 +5500 -5500 Bear Creek <br /> N-775 7.8 +6100 -5500 Bear Creek <br />#13 5-550 8.1 +5000 -5700 Bear Creek <br /> N-565 7.2 +4200 -5200 Bear Creek <br />#12 5-390 7.0 +4200 -5100 Bear Creek <br /> N-700 5.9 +3400 -3700 Bear Creek <br />#11 E-440 2.6 +800 -2000 Elk Creek <br /> N-2,510 2.5 +700 -1900 Elk Creek <br />-11- <br />