My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-05-04_REVISION - M1977300
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1977300
>
2016-05-04_REVISION - M1977300
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 6:21:44 PM
Creation date
5/5/2016 9:36:19 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977300
IBM Index Class Name
Revision
Doc Date
5/4/2016
Doc Name
Request TR23
From
Cotter
To
DRMS
Type & Sequence
TR23
Email Name
MAC
WHE
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.
/
229
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. Stability was also analyzed with respect to geotechnical <br /> factors and to potential flooding from Ralston Creek. Recommendations <br /> for interim measures to assist in long-term stability are provided. <br /> A report describing the analyses and recommendations was prepared, <br /> and assistance in preparing the waste pile stability portions of the <br /> amendment application was provided to Cotter Corporation staff. Final <br /> designs and construction drawings of facilities to protect the waste <br /> piles from potentially damaging Ralston Creek flood flows will be pre- <br /> pared, if necessary, after approvals of the permit application are ob- <br /> tained. <br /> 2,2 Scope of Work <br /> The scope of work necessary to accomplish the objective described <br /> above was separated into two parts. The first part describes the geotechni- <br /> cal services requirLd to determine the waste pile stability, both under <br /> existing and long-term conditions. The second part describes the hy- <br /> drologic and hydraulic services to determine flood flow rates and stream- <br /> bed geomorphology asthey may affect the waste piles. The two investi- <br /> gations have been integrated as discussed in items 11 and 12 for design of <br /> protective facilities and report preparation. <br /> 2.2.1 Slope Stability Evaluation <br /> 1. Evaluation of General Stability of the Area - The site was <br /> visited and inspected by an experienced engineering geologist. During the <br /> inspection, a geotechnical map was prepared at a scale of 1" - 200' . The <br /> map shows the extent of alluvial deposits , bedrock outcrops and colluvial <br /> soils. Attention was paid to any potential instability features such as <br /> old or recent landslides, unstable areas, areas of potential rockfall and <br /> other geologic hazards. <br /> - 2 - <br />
The URL can be used to link to this page
Your browser does not support the video tag.