My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2020-02-07_REVISION - M1977211 (14)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977211
>
2020-02-07_REVISION - M1977211 (14)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:44:29 PM
Creation date
2/10/2020 8:17:00 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977211
IBM Index Class Name
Revision
Doc Date
2/7/2020
Doc Name Note
Exponent Reort
Doc Name
Adequacy Review Response
From
Continental Materials Corp.
To
DRMS
Type & Sequence
AM4
Email Name
TC1
Media Type
D
Archive
No
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
2144
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
1100318 R0T0 0811 JRW1 18 <br />An additional major episode of slope landslide movement occurred on September 6, 2009. This <br />movement is nested within the Pikeview Landslide boundaries identified in Photograph 10 and <br />overlaps the south flank of the rubblized debris on the slope generated from the Pikeview <br />Landslide. The September 6, 2009 episode of landslide movement is consistent with a <br />translational rock slide on the same failure surface on which the Pikeview Landslide occurred. <br />Photograph 16 shows a panoramic ground photograph of the Pikeview Landslide after the <br />September 6, 2009 episode of movement. <br />By December 9, 2010, another episode of Pikeview Landslide movement had fully matured. By <br />this time, the portion of the slope within the northern portion of the Pikeview Landslide had <br />translated downslope forming a conspicuous graben behind (west of) the translated block. <br />Photograph 17 shows the condition of this area on December 9, 2010. <br />The Pikeview Landslide damaged the engineered improvements of the Pikeview Quarry in four <br />principal manners. First, the Pikeview Landslide made the west highwall of the Pikeview <br />Quarry and portions of Area H unsafe, rendering further mining operations impossible. Second, <br />the Pikeview Landslide damaged the west highwall slope by obliterating the engineered bench <br />structure on the slope. The slope movement caused the underlying bedrock to rubblize thereby <br />erasing the structures of the benches. Third, the Pikeview Landslide damaged the slope by <br />destabilizing the slope, creating large cliff faces, and rubblizing the slope making it impossible <br />to reclaim the Pikeview Quarry without a substantial reclamation plan. In other words, the <br />Pikeview Landslide made the approved Reclamation Plan impossible to implement without <br />significant modifications as are discussed in Section 8. Fourth, the Pikeview Landslide <br />damaged previously reclaimed sections of the Pikeview Quarry by significantly disturbing and <br />destabilizing these areas. <br />The damage to the engineered improvements of the Pikeview Quarry from the Pikeview <br />Landslide resulted in the immediate impracticality of further aggregate extraction. The damage <br />made the west wall of the Pikeview Quarry unstable thereby eliminating safe operations for <br />aggregate extraction. Furthermore, the Pikeview Landslide immediately rendered the current <br />Mining Plan and Reclamation Plan obsolete. The landslide dramatically altered the <br />configuration and stability of the quarry that these plans were no longer implementable.
The URL can be used to link to this page
Your browser does not support the video tag.