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2010-05-03_REPORT - C1980007 (9)
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2010-05-03_REPORT - C1980007 (9)
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Last modified
8/24/2016 4:11:12 PM
Creation date
5/3/2010 10:50:51 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REPORT
Doc Date
5/3/2010
Doc Name
2009 Subsidence Report
From
Wright Water Engineers, Inc
To
DRMS
Permit Index Doc Type
Subsidence Report
Email Name
TAK
Media Type
D
Archive
No
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Fall 2009 Subsidence and Geologic Field Observations <br />Box Canyon, Apache Rocks, and South of Divide Mining Areas <br />5.15 Traverse K2-K2' <br />This traverse originates along the Dry Fork road and travels northward to drill pads for MDW <br />E2-34 and E2-30.5. This traverse is over mined Longwall Panel E1 and unmined Longwall <br />Panel E2 (Map 2). Overburden depth to the E-seam in this area ranges from 700 to 1,000 feet. <br />Observation made during the fall 2009 trip represent baseline conditions with no evidence of <br />slumping or cracking along the roadway or on the drill pads. <br />Thick soil and colluvium derived primarily from the Wasatch Formation were observed along <br />this traverse. <br />5.16 Traverse K3-K3' <br />This traverse originates along the Dry Fork road near the lower Dry Fork flume and travels <br />southeastward, on the north side (and parallel) of that road to three separate MDW drill pads (E2- <br />19, E2-23, and E2-26.5). This traverse is over planned Longwall Panel E2 where the overburden <br />depth to the E-seam ranges from 600 to 800 feet. Observations made during the fall 2009 trip <br />represent baseline conditions with no evidence of slumping or cracking along the roadway or on <br />the drill pads. <br />Thick soil and colluvium derived primarily from the Wasatch Formation were observed along <br />this traverse. <br />5.17 Traverse L-L' <br />Traverse L-L' is located along the Horse Gulch road from the fork in the Dry Fork road (east of <br />Minnesota Reservoir) northward to the fork that leads to Apache Rocks (westward) and Sylvester <br />Gulch (eastward). Two small slumps have historically been observed along the east (cutbank) <br />side of the road along the northern end of this traverse. Regrading of these areas was observed to <br />have occurred between our spring and fall 2009 visits. <br />No subsidence related effects were observed along this traverse. <br />• <br />831-032.791 <br />April 2010 <br />Wright Water Engineers, Inc. <br />Page 62
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