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2014-09-26_REPORT - C1980007
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2014-09-26_REPORT - C1980007
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Last modified
8/24/2016 5:48:07 PM
Creation date
9/29/2014 10:06:52 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
9/26/2014
Doc Name
Spring 2014 Subsidence Monitoring Report
From
WWE Wright Water Engineers, Inc
To
DRMS
Permit Index Doc Type
Subsidence Report
Email Name
JRS
MPB
Media Type
D
Archive
No
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Spring 2014 Subsidence and Geologic Field Observations <br />South of Divide and Dry Fork Mining Areas (E -Seam) <br />4.6.2 Location 3 <br />During the spring 2014 field visit the mining face of E -seam Longwall Panel E5 was located <br />approximately 200 feet east of the MDW E5 -5 pad. Observation on the pad at the time found that <br />an over - saturated portion of a stockpiled of cut material had slumped. MCC personnel had <br />observed this slump on this pad more than two months prior to this observation and before the <br />longwall had been moved to Longwall Panel E5. This observation prior to mining activities in the <br />area demonstrate that this slump was the result of heavy spring moisture and not subsidence <br />related. Figure 6 shows the slumped area from the pad. <br />Figure 6. Spring 2014 easterly view of slumped stockpile above the MDW E5 -5 pad. <br />4.7 Traverse F -F' <br />This traverse originates along the south side of Dry Fork Road (Traverse C -C') and travels <br />southeastward parallel to the Dry Fork across mined portions of E -seam Longwall Panels E3 and <br />E4 and southward across mined portions of E -seam Longwall Panel E4 and unmined portion of E- <br />seam Longwall Panel E5. Thick soil and colluvium derived primarily from the Wasatch Formation <br />was observed along this traverse with an E -seam overburden depth from slightly less than 700 feet <br />to about 850 feet. <br />Previous subsidence - related observations along this traverse were observed both north and south <br />of the road paralleling Dry Fork near the turnoff to the MDW E3 -29 pad. These features were <br />831 - 032.795 Wright Water Engineers, Inc. Page 16 <br />September 2014 <br />
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