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<br />Bear Coal Company <br />14 <br />TABLE 4-SUBSIDENCE <br />December 6, 1994 <br />SUBSIDENCE POINT CHANGES - SIDESHOTS - RELATIVE MOVEMENT <br />SEPTEMBER, 1994 TO NOVEMBER, 1994 <br />Point Horizontal Distance Bearing Elevation <br />No. <br />U10 0.18 S78°28'E +0.05 <br />U11 0.20 S19°00'E +0:10 <br />TABLE 5-SLOPE STABILITY <br />RELATIVE MOVEMENT <br />SEPTEMBER, 1994 TO NOVEMBER, 1994 <br />Point Horizontal Distance Bearing Elevation <br />No. <br />U16 0.05 N35°03'E -0.02 <br />U17 0.09 N39°27'E -0.01 <br />U18 0.05 N16°06'E -0.01 <br />U19 0.08 N33o31'E No Change <br />U23 0.01 N89°00'E -0.07 <br />U24 0.07 S38°10'W -0.05 <br />TABLE 6-SUBSIDENCE <br />LONE PINE GULCH <br />SEPTEMBER, 1994 TO NOVEMBER, 1994 <br />Point Horizontal Distance Bearing Elevation <br />No. <br />U25 0.15 584°31'W -0.01 <br />U26 0.24 529°39'W -0.06 <br />U27 0.15 574°08'W +0.03 <br />The change in horizontal position can be attributed to a variety <br />of factors (1) the error of closure .and adjustment inherent in <br />any survey; (2) actual movement of the monuments due to sub- <br />sidence. - <br />If you have any questions, please call. <br />i <br />. LeRoy Black <br />ELB:lml D:HD:BearCOal <br />Bear126.94 <br />Enclosure - Map <br /> <br />