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2017-08-31_REPORT - C1980007
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2017-08-31_REPORT - C1980007
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Last modified
9/1/2017 9:26:06 AM
Creation date
9/1/2017 8:57:21 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
8/31/2017
Doc Name
Subsidence Monitoring Report
From
Wright Water Engineers, Inc
To
DRMS
Annual Report Year
2017
Permit Index Doc Type
Subsidence Report
Email Name
LDS
JRS
Media Type
D
Archive
No
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Spring 2017 Subsidence and Geologic Field Observations <br />South of Divide and Dry Fork Mininq Areas <br />included. E -seam overburden depth at this location is similar to that on the pad (i.e., slightly <br />greater than 800 feet). <br />Figure 3. Southward view along the west side <br />of the fenced area around the well showing <br />portions of the longest subsidence crack <br />(intermittent over 250 feet). <br />4.3.2 Location 3 <br />Figure 4. Southward view of two sub -parallel <br />subsidence cracks near the southern end of the <br />MVB pad. Subsidence cracks on this portion of <br />the MVB pad were observed to have the <br />maximum depth likely due to a brittle sandstone <br />layer a few feet beneath the area. <br />Location 3 is located approximately 650 feet south of the MVB E6-13 on the main road. At this <br />location, several small and one larger subsidence crack were observed in an orientation parallel <br />with the road (i.e., N10°W). The maximum dimension of these cracks was 15 feet long, 1 inch <br />wide, and 4 inches deep (Figure 5). E -seam overburden depth at this location is approximately <br />800 feet. <br />831-032.799 Wright Water Engineers, Inc. Page 14 <br />August 2017 <br />
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