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West Elk Mine <br />• 2. Cracks could locally form and be as much as 75 to 200 feet deep above chain pillars and <br />barrier pillars on the precipitous slopes, ridges, and/or cliffs that flank West Flatiron and <br />may accelerate the naturally-occurring rock fall and landslide process. <br />The worst possible, but again very unlikely, underground impacts in the Apache Rocks and <br />the Box Canyon mining areas may be that: <br />3. Interconnected fractures in the fractured zone may fonn in the Marine Sandstone that <br />underlies the D Seam and impact isolated groundwater that may be present. Any water <br />present in these lenticular sand units of the Marine Sandstone might therefore be diverted to <br />the mine workings. <br />Though unlikely, fractures filled with water and methane that were reported in the <br />abandoned Oliver No. 2 Mine (Dunrud 1976, p. 30-34) might be encountered or intersected <br />by the B Seam fractured zone that may divert the water and methane to the B Seam <br />workings. <br />South of Divide Mining Area -Predicted subsidence impacts for the South of Divide mining area <br />has been described in detail above, The greatest surface impacts are expected to occur along the <br />precipitous slopes and cliffs that flank Minnesota Creek, Lick Creek, and other tributaries. <br />Though unlikely, the worst possible consequences foreseen are that cracks could locally form <br />and be as much as 25 to 50 feet deep above chain pillazs and barrier pillazs in bedrock on the <br />precipitous slopes, ridges, and/or cliffs that flank Minnesota Creek, Lick Creek, and other <br />tributaries, and may locally accelerate the naturally-occumng rockfall and landslide process. <br />Some cracks aze expected occur on the Dry Fork access road, however, in the azea neaz the <br />confluence of Deer Creek and Dry Fork. Maximum vertical displacement ranging from 8.4 to 11.2 <br />feet, tilt from 1.3 to 6 percent, and horizontal strain from 0.7 to 4.2 percent aze projected in the Dry <br />Fork valley above the western limits of longwall panels E2 and E3. <br />Based on subsidence observations by Mr. Dunrud (as discussed in Maximum Depth of Surface <br />Cracks), no cracks aze expected to occur in either alluvium in the Dry Fork and Lick Creek <br />drainages or stock watering ponds and drainage diversion ditches. In addition, no cracks are <br />predicted to occur in colluvium more than about ten feet thick. Mr. Dunrud has estimated the <br />alluvial cover in Dry Fork and Lick Creek to be 25 to 150 feet thick (Section 11.3, Exhibit 60 B). <br />The monitoring suggested above will compare results expected by the author, and actual field <br />results. <br />Potential Impacts from Local Seismic Activity <br />Eath tremors have been recorded or felt by local residents in the Somerset azea since the early <br />1960s. The tremors commonly are the result of coal mine bumps and rock bursts, which are <br />spontaneous releases of strain energy in highly stressed coal and rock. In the Somerset Mine azea <br />before closure, the bumps and rock bursts were common in room-and-pillar mining azeas where <br />stresses concentrated within isolated pillars and blocks of coal (called bump blocks). Earth <br />tremors have continued sporadically in the Somerset Mine azea since the mine was closed. <br />2.05-192 Revised November 2004 PR/0 <br />