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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 Rocks, <br />and South of Divide Mining Areas <br />4.9 Traverse H-H' <br />Traverse H-H' begins at a fork off main drill road of traverse G-G' and ends at MDW 24-04. <br />This traverse is above the eastern, mined part of longwall panel 24 in deep brown to gray soil and <br />colluvium. Overburden depth to the B-Seam ranges from 2,200 to 2,250 feet. No subsidence <br />features were observed; however, irregular desiccation cracks %8 to t/z inch wide were located on <br />the drill pad. <br />4.10 Traverse I-1' <br />Traverse I-I' begins at the fork in drill roads above the southern edge of the mined part of <br />longwall panel 24, the barrier pillar between the Box Canyon and Apache Rocks mining areas, <br />mined longwall panel 14, the northern edge of mined longwall panel 15, and ends at the fork in <br />drill roads above mined longwall panel 14. <br />Soil, colluvium, and local bedrock outcrops of the Ohio Creek and Barren Members of the <br />Mesaverde Formation were observed along this traverse. Overburden depth to the B-Seam varies <br />' from 1,625 to 2,175 feet. No subsidence features were observed, except the crack observed at <br />Location 10. <br />4.10.1 Location 10 <br />Location 10 is a subsidence crack located 300 feet north of the headgate road pillars of mined <br />longwall panel 14. The crack, which trends roughly pazallel to the longitudinal direction of the <br />longwall panel 14, is 4 to 6 inches wide in the colluvium, narrows to about 1 inch at the top of <br />the sandstone, and becomes a closed fracture a few feet down in the sandstone (Figure 11). <br />Subsidence processes would normally be expected to be complete within about a year after <br />mining in the underlying longwall panel is completed. However, mine-related cracking may <br />continue for a longer period on steep slopes, such as is the case at this location. <br />831-032.710 Wright Water Engineers, Inc. Page 23 <br />November 2005 <br />
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