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Subsidence Evaluation for the <br />Exhibit 60E Southern Panels, Apache Rocks West, & Sunset Trail Mining Areas Page 20 <br />Cracks that occur above the mine panel area also tend to close, once mining faces move out of the <br />surface area of influence (DeGraff and Romesburg 1981). Any local bed separations during active <br />subsidence between rocks of different strengths (Figure 2) will likely close once equilibrium <br />conditions occur. However, any cracks present above rigid chain pillars, barrier pillars, or the <br />outer limit of mined/unmined coal may remain open where permanent tensile stresses remain after <br />mining is completed due to the convex curvature of the subsidence profile. <br />During the past ten years of annual observations in the area of the West Elk Mine area by WWE, <br />no cracks were observed above mined -out longwall panels in colluvium more than an estimated <br />ten feet thick. No cracks have been observed in alluvium above mined -out longwall panels. No <br />cracks were observed in the alluvium and colluvium of Sylvester Gulch and Deep Creek (estimated <br />thickness range is 25 to 150 feet) during periodic field observations in the Apache Rocks and Box <br />Canyon mining areas. The near -surface alluvial material consisted of primarily sand, silt, clay, <br />and soil in the two areas mentioned, and was located above rigid pillars and panel boundaries <br />where the overburden depth ranges from 800 to 1,050 feet. Longwall mining has already occurred <br />in the E -seam under Dry Fork, where overburden thickness reaches a minimum of less than 400 <br />feet. No cracks were observed in the alluvium of Dry Fork following longwall mining; therefore, <br />no significant cracking in alluvial and colluvial deposits is anticipated with proposed mining in the <br />Southern Panels mining area. The Sunset Trail mining area will include South Prong, where <br />conditions are expected to mirror mining under Dry Fork. <br />The probable reason for the lack of cracking in alluvial and colluvial deposits is that the fine sand - <br />to clay -sized material and overlying soil can yield without cracking or bulging as it deforms as a <br />discrete unit or units during the subsidence process. The alluvium in the Southern Panels and <br />Sunset Trail mining areas is estimated to vary in thickness from about 25 feet to 75 feet. This <br />same reasoning also applies to the colluvium in the area. Although subsidence cracks were locally <br />observed in colluvium less than foot to a few feet thick, no cracks were observed in colluvium <br />more than about 10 feet thick. <br />5.4 Angle of Draw <br />The draw, or limit, angle (�, from a vertical reference) in the Somerset area ranges from about 8 <br />to 21 degrees. The angle of draw measured for F -seam room -and -pillar mining at West Elk Mine, <br />which has overburden rock lithology similar to the -E -seam, ranged from 11.3 to 16.1 degrees and <br />averaged 14.4 degrees. The angle of draw for B -seam longwall mining at West Elk ranges from <br />about 15 to 17 degrees after accounting for F -seam mining influence (Table 1). MCC collected <br />survey data from the subsidence monuments following mining of E -seam longwall panel E1. <br />WWE's analysis of that data indicates that the mean angle of draw is approximately 16°, with a <br />range of 14° to 19° predicted for the Southern Panels (Table 2) and Apache Rocks West (Table 3) <br />mining areas. For the Sunset Trail mining area, the angle of draw is projected to range from 141 <br />to 19° (Table 4). <br />5.5 Break Angle <br />The break angle, the angle (B, from a vertical reference) of a straight line projected from the zone <br />of maximum horizontal tensile strain at the ground surface to the boundary of the mine workings, <br />is more important than the draw angle for hydrologic analyses (Figure 3). The break angle <br />831-032.816 Wright Water Engineers, Inc. <br />October 2018 <br />