My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2022-12-22_REVISION - M1987164 (19)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1987164
>
2022-12-22_REVISION - M1987164 (19)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/28/2022 9:38:51 AM
Creation date
12/27/2022 5:15:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987164
IBM Index Class Name
Revision
Doc Date
12/22/2022
Doc Name Note
Geotechnical Stability Exhibit
Doc Name
Request For Amendment To Permit
From
Oldcastle SW Group, Inc. dba United Companies
To
DRMS
Type & Sequence
AM4
Email Name
HR1
MAC
AWA
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.
/
35
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
Table GS-1. Factors of Safety for Slope Stability <br /> Slope Condition Lowest Factor of Safety Distance from Failure Circle to Nearest Structure <br /> Full Mining 1.82 Roughly 50 ft to the property line,where a fence is. <br /> Final 2.03 Roughly 50-ft to the property line,where a fence is. <br /> Reclamation <br /> Active Highwall , <1.5 Roughly 50-ft to the property line,where a fence is. <br /> 2. Conclusion <br /> The Full Mining and Final Reclamation slopes both have a minimum factor of safety (FoS) of <br /> greater than 1.5. The failure circles of these slopes at their lowest FoS are within the <br /> disturbance area of the pit. The Active Highwall's lowest FoS are below the minimum of 1.5, this <br /> is to be expected from a vertical slope during operations. This slope is not permanent. To <br /> ensure that this slope does not risk offsite structures, the FoS = 1.5 failure circle was located to <br /> determine its extents. The FoS = 1.5 failure circle is within the disturbance area of the pit. No <br /> failure circle reaches the permit boundary or offsite structures. <br /> The slope stability analysis in this permit has been prepared according to appropriate <br /> engineering standards and practices. <br /> •L .. <br /> ti <br /> 2115/26j,. <br /> 'SYONP- ' <br /> Ben Langenfeld, P.E. <br /> P.E.# 0047151 <br /> Hayden Gravel Pit Lewicki&Associates <br /> December 2022 <br />
The URL can be used to link to this page
Your browser does not support the video tag.