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PERMFILE123352
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Last modified
8/24/2016 10:21:08 PM
Creation date
11/25/2007 11:25:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 60 Subsidence Evaluation for Apache Rocks Mining Area & Box Canyon Lease Tract
Media Type
D
Archive
No
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Subsidence Evaluation For <br />Exhibit 60 The Apache Rocks And The Box Canyon Mining Areas Page 3 <br />• 4.0 SUBSIDENCE PREDICTION BASED ON LONGWALL MINING AT <br />THE WEST ELK MINE <br />Subsidence, as it relates to mining, is defined herein as the local downward displacement of the <br />surface and overburden rock in response to mining under the influence of gravity. For purposes <br />of describing subsidence effects on overburden material and the ground surface, subsidence can <br />be divided into four zones (Figure 1): (1) caved zone, (2) fractured zone, (3) continuous <br />deformation zone, and (4) neaz surface zone. <br />4.1 Caved Zone <br />As coal is extracted and a void is produced, the roof rocks break along bedding planes, joints, <br />and fractures and fall to the mine floor (Figure 1). Rotation of the caved debris occurs during the <br />fall so that the caved fragments tend to pile up in a random fashion. This caved zone, according <br />to Peng (1992, p. 1-2) occurs for the first 2 to 8 mining (or extraction) thicknesses (t) in the roof <br />rocks (for example, if t=12 feet, the caved zone would range from 24 to 96 feet [2t to 8t]). In the <br />current longwall panels of the West Elk Mine, according to mine personnel, this zone is <br />estimated to be 2.5 mining thicknesses (2.~t). <br />The B- and E-Seam roof rocks commonly consist of thinly bedded carbonaceous shales, sandy <br />shales, claystones, and sandstones. A sofr shale that is susceptible to air slaking forms the <br />immediate roof of the B-Seam in most areas. Thick sandstones locally form the immediate roof <br />of the E-Seam, in addition to the shales and sandstones. <br />The ratios of shale to sandstone are quite similar in the first 20 feet of roof in the B- and E- <br />Seams. The shale to sandstone ratio of the first 20 feet of B-Seam roof averages about 2:3; the <br />shale to sandstone ratio of the first 5 feet averages 3:2. The shale to sandstone ratio of the first <br />20 feet of the E-Seam roof is 3:2; the shale to sandstone ratio of the first 5 feet is also 3:2. <br />Sandstones locally form the immediate roof of the E-Seam. <br />• <br />The B- and E-Seam roof rocks above the first 20 feet consist of shale, siltstone, lenticular <br />sandstones, and thin coal beds. A Marine Sandstone, locally consisting of a lower and an upper <br />tongue, and ranging from about 30 to 125 feet thick, underlies the D- and E-Seams; the D-Seam <br />is 1 foot to as much as ~0 feet below the E-Seam. <br />Based on information obtained from drill holes in the Apache Rocks and the Box Canyon mining <br />areas, it is estimated that the caved zone in these areas may range from 2 to 4 extraction <br />thicknesses depending on water conditions encountered. [n a dry environment and where thick <br />sandstones comprise the E-Seam roof, the caved zone may be closer to 2t. This zone may be <br />closer to 4t in a wet environment where soft shales and claystones form [he mine roof. Any <br />water present in this caved zone will drain into the mine almost immediately afrer caving occurs. <br />831-032.181 Wright Water Engineers, Inc. <br />
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