My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-08-31_REPORT - C1980007
DRMS
>
Day Forward
>
Report
>
Coal
>
C1980007
>
2017-08-31_REPORT - C1980007
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/1/2017 9:26:06 AM
Creation date
9/1/2017 8:57:21 AM
Metadata
Fields
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
62
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Spring 2017 Subsidence and Geologic Field Observations <br />South of Divide and Dry Fork Mining Areas <br />Figure 6. Southeastward view of a subsidence crack along the access road to the MVB E6-14 pad. <br />This crack has created an elevation drop of approximately 10 inches from south side to the north <br />side. <br />4.3.4 Location 5 <br />Traverse C -C terminates at the MVB E6-14 pad (Location 5). During the spring 2017 field visit, <br />subsidence cracks were observed both on the access road leading onto the pad and on the pad, <br />itself. The crack in the access road was observed to have an orientation of about N20°W. <br />Subsidence cracks on the pad created small graben -like structures where material between the <br />parallel cracks dropped in elevation (Figure 8). One such structure was measured to be 15 inches <br />wide with a depth of 18 inches. The most continuous of the several cracks extended across the <br />pad and the nearby soil stockpile, a distance of about 150 feet (Figure 9). <br />Also of note on the pad were differential settlement cracks on the north edge where the maximum <br />amount of fill had been placed. <br />831-032.799 Wright Water Engineers, Inc. Page 16 <br />August 2017 <br />
The URL can be used to link to this page
Your browser does not support the video tag.