My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2011-09-23_REPORT - C1980007 (7)
DRMS
>
Day Forward
>
Report
>
Coal
>
C1980007
>
2011-09-23_REPORT - C1980007 (7)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:43:20 PM
Creation date
9/26/2011 8:14:30 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
REPORT
Doc Date
9/23/2011
Doc Name
Spring 2011 Subsidence Report (Part 1 of 3)
From
Wright Water Engineers, Inc
To
DRMS
Permit Index Doc Type
Subsidence Report
Email Name
TAK
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.
/
54
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
• <br />• <br />7. Field visits since fall 2009 have revealed the healing and sealing capacity of cracks in <br />surficial material (colluvium and alluvium) by weather, mass wasting and infilling in <br />crack areas over time. For example, subsidence cracks along Horse Gulch Road above <br />the west end of Longwall Panel El as observed in spring 2010 had healed to the point that <br />they were no longer visible as of the spring 2011 field visit. Subsidence cracks observed <br />along the Dry Fork Road (Location 3 in this report) are expected to heal and seal in a <br />similar manner as the longwall panel face moves further westward and the dynamic <br />subsidence process comes into equilibrium. <br />831 - 032.793 <br />September 2011 <br />Spring 2011 Subsidence and Geologic Field Observations <br />Box Canyon, Apache Rocks, and South of Divide Mining Areas <br />angle of draw for the E -seam in the SOD and Dry Fork mining areas of 15 °. However, <br />following a review by the Colorado Division of Reclamation Mining and Safety, this <br />analysis was revised and calculations revealed a range between 13.6 and 18.4 °. The <br />revised recommended maximum predicted angle of draw for the E -seam in the SOD and <br />Dry Fork mining areas was therefore increased to 19° as outlined in a February 1, 2011 <br />memorandum (Appendix B). <br />Wright Water Engineers, Inc. Page 46 <br />
The URL can be used to link to this page
Your browser does not support the video tag.