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REP08251
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Entry Properties
Last modified
8/24/2016 11:38:11 PM
Creation date
11/26/2007 11:50:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
4/25/2007
Doc Name
2005 Subsidence and Geologic Field Observations
From
Mountain Coal Company, LLC
To
DRMS
Permit Index Doc Type
Subsidence Report
Media Type
D
Archive
No
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2005 Subsidence and Geologic Field Observations <br />Box Canyon, West Flatiron, Apache Racks, <br />and South of Divide Mining Areas <br />Overburden Depth Range <br />The overburden depth to the E-Seam is less than it is in many areas of the Box Canyon, West <br />Flatiron, and Apache Rocks mining areas. This is because 1) the topography in the South of <br />Divide mining azea is not as rugged as it is in many parts of these areas, and 2) the E-Seam is 200 <br />to 250 feet stratigraphically higher than the B-Seam. The overburden depth above longwal] <br />panels El through E4 ranges from about 400 to 1,425 feet, panel ES through E8 from 500 to <br />1,250 feet, panel E9 from 500 to 550 feet, and panels E10 through E12 from 325 to 1,100 feet. <br />5.1 Traverse Q-Q' <br />Traverse Q-Q' is a foot traverse that begins neaz the Dry Fork mad, the base of a shear zone <br />about 100 feet east of the south dam abutment (Figures IS and 17). The traverse ends at a well- <br />traveled trail above a headscarp that marks the boundary between the lower, more active part of <br />the slide and the upper, less active part of the slide. The overburden depth to the E-Seam ranges <br />from 125 to 375 feet. <br />' The traverse continues east of the shear zone through humpy, boulder-strewn, brush-covered <br />landslide deposits from point Q to ayoung-looking slump and scarp area underlain by clay and <br />' silt slide material that contains tension cracks as much as 1 to 1.5 feet wide. It then goes to an <br />upper, older-looking slump and scarp azea (where the shear zone ends) and finally to a well- <br />traveled trail above the more active part of the landslide. <br />The remains of lazge pipe and pipe fittings were observed near the lower end of this traverse. <br />They are very likely the remnants of a drainage system, or systems, which were installed in past <br />years to dewater the active part of the landslide and, thus reduce the pore water pressure and <br />stress on the dam. <br />931-032.710 Wdght Water Engineers, Inc. Page 36 <br />November 2005 <br />
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