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2011-02-14_PERMIT FILE - C1980007A (3)
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2011-02-14_PERMIT FILE - C1980007A (3)
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Last modified
12/13/2018 7:01:03 AM
Creation date
4/14/2011 9:10:05 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007A
IBM Index Class Name
Permit File
Doc Date
2/14/2011
Doc Name
SUBSIDENCE EVALUATION
Section_Exhibit Name
Exhibit 60E Subsidence Evaluation for the South of Divide and Dry Fork Mining Areas
Media Type
D
Archive
Yes
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Subsidence Evaluation for the <br />Exhibit 60E South of Divide and Dry Fork Mining Areas ?age 22 <br />8.0 FRACTURE- CONTROLLED DRAINAGES <br />Based on mapping by Dunrud in the Somerset area and the South of Divide mining area, Dunrud <br />believes that there is reasonably good, but certainly not conclusive, evidence that some drainages <br />are controlled by fractures and/or joints. The Dry Fork of Minnesota Creek and some of its <br />tributaries exhibit linear trends on satellite images and on high - altitude photographs that indicate, <br />or at least suggest, fracture control ( Dunrud 1976, p. 14 -15). These fractures may have been <br />caused in part by stresses generated by the West Elk Mountain intrusive bodies — particularly Mt. <br />Gunnison. <br />The conservative approach may be to assume that the drainage system is fracture controlled. <br />However, even if fractures control the present drainage system, they may not extend downward <br />as continuous joints of fractures to the E -seam located several hundreds of feet below. Even if <br />the fractures were present in the more brittle sandstone units, it would be very unlikely that these <br />fractures would occur in the softer siltstone and shale units. Even under the conservative <br />approach that the drainages in the South of Divide and Dry Fork mining areas are fracture <br />controlled, it is extremely unlikely that they extend downward to the E -seam through multiple <br />shale, claystone, and siltstone units. Using this conservative evaluation, it is now important to <br />evaluate the potential impact that subsidence may have on any pre - mining fractures. <br />Evaluation of subsidence due to downwarping of laterally constrained strata shows, as stated <br />previously, that rock strata with different deformation and strength characteristics deform as <br />discrete units. For example, strata of shale and sihstone behave as units discrete from sandstone. <br />Above the fractured zone (Section 4.2) and within the continuous deformation zone (Section 4.3) <br />these units undergo continuous flexure (Figure 2, enlargement 2). Above the neutral surfaces, in <br />zones of convex -upward curvature, the material is in tension and below them, and the material is <br />in compression. <br />Consequently, stresses change across neutral surfaces from tension to compression across each <br />successive rock unit that deforms as a plate. Fractures already present would thus tend to open <br />more in the zones of tension, but would close more in the zones of compression, which would <br />close these fractures more than they were prior to mining and subsidence. <br />After longwall mining is completed in the area and static conditions are attained, the zones of <br />tension and compression commonly cease, and any fractures present will likely resume the pre - <br />mining condition. Therefore, the impacts on surface flow in the drainages of the South of Divide <br />and Dry Fork mining areas are likely to be minimal or non - existent under even the most <br />conservative assumptions. <br />831 - 032.810 Wright Water Engineers, Inc. <br />
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