My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-05-30_REPORT - C1980007 (8)
DRMS
>
Day Forward
>
Report
>
Coal
>
C1980007
>
2012-05-30_REPORT - C1980007 (8)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:58:29 PM
Creation date
5/31/2012 10:01:42 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
5/30/2012
Doc Name
2011 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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
161
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
4.4 Subsidence Monitoring of the Dry Fork Road, Channel, and Water <br />Monitoring and Conveyance Structures <br />Beginning in November 2010, numerous monitoring stations were established along the Dry <br />Fork Road on the ground surface above Longwall Panels E2 and E3. These stations will provide <br />a means to collect baseline information before longwall mining and to document the amount of <br />vertical displacement, tilt, and horizontal strain on Dry Fork Road (Appendix E) after longwall <br />mining has been completed. Similarly, MCC has collected required baseline information on <br />water monitoring, conveyance structures (i.e. flumes, culverts, and wells), as well as the thalweg <br />while within the projected angle of draw of longwall panel subsidence (Appendix E). <br />A survey of the deepest part of the Dry Fork stream bed (thalweg), from where the flume crosses <br />Deep Creek to Minnesota Reservoir, was performed for the third time this fall. Data from all <br />three surveys are presented in Appendix E. These surveys also include the invert and outlet <br />elevations on all flumes and corrugated metal pipe culverts along this reach. Appendix E <br />included a comparison of the Northing, Easting, and elevation for each data point within the <br />survey. This comparison reveals changes (some larger than others) that have occurred between <br />surveys. Some of the differences can be accounted for by increased beaver activities, which <br />prevent access to some survey locations, while other differences appear to be the result of <br />continued erosion of the stream channel by natural means. It should also be noted that individual <br />survey markers were not set at each survey station. As a consequence, the second and third <br />surveys attempted to relocate the original survey location using global positional system (GPS) <br />coordinates. In most instances, the second and third survey locations were a reasonable <br />representation of the original. However, the lack of specifically set markers during the original <br />survey accounts for much of the differences represented in the current data. <br />4.5 Lower Cow Camp <br />831 - 032.793 <br />May 2012 <br />Fall 2011 Subsidence and Geologic Field Observations <br />Box Canyon, Apache Rocks, and South of Divide Mining Areas <br />In compliance with MCC's permit, WEM has documented in detail the original condition of the <br />Lower Cow Camp located on Dry Fork Road prior to subsidence in August 2010, and again <br />twice since that area has been undermined (Appendix F). The structures at Lower Cow Camp <br />Wright Water Engineers, Inc. Page 28 <br />
The URL can be used to link to this page
Your browser does not support the video tag.