My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1987-12-01_PERMIT FILE - C1981017 (201)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981017
>
1987-12-01_PERMIT FILE - C1981017 (201)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/4/2021 3:09:51 AM
Creation date
5/24/2012 3:01:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
PERMIT FILE
Doc Date
12/1/1987
Doc Name
Geotechinical Investigations Mine portal Benches and Haul Roads- Table of Contents
Section_Exhibit Name
Volume V V-E-11
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
178
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
RECLAMATION - BENCHES <br /> • The No. 1 Mine is known for at least three avalanche paths. The avalanches <br /> considerably increase the erosion potential of the natural ground and the fills <br /> that have been placed within their reach. <br /> Reclamation - Application of Methods <br /> At the base of the cuts, a low buttress will be constructed. <br /> The applicable reclamation concept is that designed for high rock cuts, namely <br /> placement of a buttress along the toe of the cut in order to increase the cut's <br /> long-term stability. <br /> As indicated in the Reclamation description of the permit application, buildings <br /> still remaining at the site on closure of the mine, as well as foundations, will be <br /> utilized in construction of the buttress. The foundations will be rubblized and, <br /> together with the dismantled structures, placed against the toe of each cut, <br /> along the length of the toe, together with any rock and/or soil which has fallen <br /> from the crest of the cut. <br /> Material will then be placed over the rubble, compacted and contoured. Rock <br /> from the crest of each cut will be allowed to fall on the buttress. It is anticipated <br /> that material from reclamation on the fill at the bench will be utilized in <br /> constructing the buttress for the toe. <br /> The dimensions of the buttress will be determined by considerations of stability, <br /> so as to allow a factor of safety of 1.3. <br /> Further disturbance to the crest of the cuts is not contemplated. The height of <br /> the cuts themselves, and the steep natural terrain precludes access to the crest <br /> with any kind of equipment. Further, even if possible, additional disturbance to <br /> the area above the crest of the cut would be destabilizing to the weathered rock <br /> and colluvium of the undisturbed ground there. <br /> Around the perimeter of the benches, the edges will be flattened to a slope of <br /> 1.5:1, or flatter. Material taken from the perimeter of the bench will be used in <br /> construction of the buttress along the cut. <br /> In order to increase the stability of the fill, a berm will be constructed above the <br /> flattened slope around the outside perimeter of the bench. Further back, and <br /> within the flattened area of the bench, a small ditch will be constructed. The <br /> objective is to improve surface drainage so as to prevent surface water from <br /> entering the fill. <br /> The area of the benches will be scarified and seeded with the approved 10,000' <br /> seed mix. <br /> 10 <br />
The URL can be used to link to this page
Your browser does not support the video tag.