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PERMFILE103730
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PERMFILE103730
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Entry Properties
Last modified
8/24/2016 9:57:11 PM
Creation date
11/24/2007 10:21:37 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
12/2/2004
Doc Name
2.05.5 Post-Mining Land Uses
Type & Sequence
PR10
Media Type
D
Archive
No
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West Elk Mine <br />strong rocks than it is for soft, weak rocks. The greater bulking factor of strong, caved material <br />commonly reduces the height of caving and the subsidence factor over soft, weak rocks. <br />Conversely, the height of fracturing often is greater for strong, brittle rocks than it is for soft, weak <br />rocks. <br />Stratigraphic sequence <br />The stratigraphic distribution of rock units (stratigraphic sequence) influences the effects of mining <br />and subsidence. For example, strong and brittle sandstones in the mine roof, as discussed above, <br />can reduce the height of caving compazed to shales, whereas sandstones in the fractured zone above <br />the caved zone may increase the height of fracturing compared to shales. <br />In addition, the lithology of the overburden rock may control the subsidence factor. The subsidence <br />factor may be less where the overburden contains a greater proportion of thick, strong sandstones, <br />and greater where the overburden contains thin, weak shales. In the current mining azea, a unit that <br />may reduce the subsidence factor is the locally thick Lower and Upper Marine Sandstones that <br />underlie the D and E Seams. These sandstones are about 100 feet thick in the eastern panel azea and <br />the eastern part of the western panels of the Apache Rocks mining azea; they aze approximately 100 <br />to 125 feet thick in the Box Canyon mining azea and the northwestern part of the current West Elk <br />Mine area. In the South of Divide mining area, the first 200 to 300 feet of rocks above the E <br />Seam consist primarily of siltstones, shales, claystones, local lenticular sands, and coal <br />• seams. <br />Moisture content <br />Wet or saturated conditions in the mine roof and overburden tend to reduce the bulking <br />factor of the caved roof rocks. Therefore, the subsidence factor commonly is greater under <br />wet conditions than it is in dry conditions. In general, the greater the saturation of the mine <br />roof and overburden rocks, the greater the subsidence factor. <br />Field Recognition of Subsidence and Non-subsidence Features in the West Elk Mine Area <br />There are four different types of features that have been observed in the West Elk mining area: <br />(1) Subsidence cracks and bulges, (2) Construction cracks, (3) Desiccation cracks, and (4) <br />Gravity-induced tension cracks. They can be distinguished easily in some azeas where, for <br />example, no mining has occurred in that azea. In other areas they may be difficult to distinguish, <br />such as in azeas that have been mined, but where conditions aze also favorable for construction, <br />desiccation, or gravity-induced tension cracks to occur. <br />Subsidence Cracks and Comuression Features <br />Subsidence cracks are open cracks that most likely occur in areas where the ground <br />surface has undergone extension during subsidence processes. Cracks as much as 3.5 <br />• inches wide, for example, have been observed in sandstone outcrops at Apache Rocks <br />2.05-107 Revised November 1004 PRIO <br />
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