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2013-09-27_REPORT - C1980007 (4)
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2013-09-27_REPORT - C1980007 (4)
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Last modified
8/24/2016 5:31:42 PM
Creation date
9/30/2013 9:32:44 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REPORT
Doc Date
9/27/2013
Doc Name
Spring 2013 Subsidence Monitoring Report
From
Wright Water Engineers, Inc
To
DRMS
Permit Index Doc Type
Subsidence Report
Email Name
JRS
DIH
Media Type
D
Archive
No
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Spring 2013 Subsidence and Geologic Field Observations <br />South of Divide and Dry Fork Minino Areas (E -Seam) <br />Figure 8. Southward view during spring 2013 site visit of subsidence crack on the left -hand side of the <br />road leading toward the MDW E44 pad. This site is approximately 100 feet north of the turnoff from <br />the access road leading to the MDW E3 -64/65 pad. <br />4.6.3 Location 6 <br />Location 6 is along the eastern edge of the MDW E44 pad. Numerous irregular, semi - continuous <br />subsidence cracks were observed along the crest of the uncompacted containment berm and as <br />sub - parallel cracks on the eastern edge of the compacted portion of the pad (Figure 9). The most <br />significant of the cracks dimensionally are those located along the berm crest with maximum <br />lengths of 25 feet, widths of 1 inch and depths of 5 inches. It is likely that all of the observed <br />cracks have been exacerbated by the differential settlement of the fill material along this side of <br />the pad. The E -seam overburden depth at this location is approximately 1,050 feet. <br />A small seep is located along the cut slope side of the road as it enters onto the MDW E4 -4 pad. <br />Moisture from the seep along this cut slope appears to have been the cause of the small slope <br />failure at this location and the muddy area along the road which is rutted from vehicle traffic <br />(Figure 10). <br />831 - 032.795 Wright Water Engineers, Inc. Page 18 <br />September 2013 <br />
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