My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP13197
DRMS
>
Back File Migration
>
Report
>
REP13197
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 11:43:35 PM
Creation date
11/27/2007 1:08:11 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
7/27/2006
Doc Name
2nd Quarter 2006 Report Geotechnical Monitoring
From
Mountain Coal Company, LLC
To
DMG
Permit Index Doc Type
Stability Report
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.
/
149
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
C. Inclinometers <br />Main Mine Site Inclinometers <br />North of FW-1 Pond: <br />Inclinometer I1C-3, north of FW-1 Pond showed an increase in displacement (0.25 inch) to a depth <br />of 50 feet below the ground surface since 1~` quarter 2006. The displacement at this location can be <br />regarded as creep as there is no distinct shear plane present. <br />Inclinometer I1C-23 measured increased displacements in the order of 0.1 inch since the 1~` quarter <br />2006. A total displacement of 2 inches has been measured at this location since 1998. The <br />displacement at this location is cleazly defined by a sheaz surface that is located at elevation 6220, <br />or approximately 60 feet below the ground surface. <br />Inclinometer I98-06 continued to show displacements in the colluvium down to a depth of 55 feet <br />below the ground surface. A total displacement of 1.5 - 2.0 inches has been recorded at this <br />location since 1998. The displacement at this location is cleazly defined by a sheaz plane located at <br />55 feet below the ground surface. <br />The sub-surface displacements recorded in this azea during the 2nd quarter 2006 aze a concern as this <br />area has been stabilized by piles at the toe of the main landslide. The rate of movement of each of <br />these inclinometers, along with the direction based on surface mirrors, will be measured in <br />subsequent months, along to ensure that the landslide is not moving azound the piles to the west. <br />It is also recommended that additional surface mirrors be installed to the west of the main landslide <br />in the area south of the ROM stock piles and west of the old main substation to keep a check on <br />surface movements occurring in this azea. <br />South of Purchasing Buildin¢: <br />Inclinometer I99-02 is showing an increase in displacement since the 1~` quarter 2006 of up to 0.2 <br />inches. A total displacement of up to 3 inches has been recorded at this locafion since 1999. The <br />displacement at this location is cleazly defined by a sheaz plane located at 45 feet below the ground <br />surface. <br />Significant surface displacement has been recorded by inclinometer I02-08 during the 2°d quarter <br />2006. Displacements in the order of 0.5 inches down to 5 feet below the ground surface have been <br />recorded. This displacement is most likely creep and related to saturation of the colluvium material <br />as a result of spring thaw. <br />The movement recorded at these locations is a concern due to their close proximity to the proposed <br />pazking lot and existing mine infiastructure. It is recommended that additional surface mirrors be <br />placed on the decline south of the proposed pazking lot to keep a check on surface movements <br />occurring in this azea. <br />Bart Engineering Company 2ntl Quarter 2006 <br />06/26-031 Geotechnical Monitoring <br />
The URL can be used to link to this page
Your browser does not support the video tag.