My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-12-19_REVISION - M1980244 (2)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1980244
>
2016-12-19_REVISION - M1980244 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/22/2016 11:28:00 AM
Creation date
12/22/2016 11:12:37 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
12/19/2016
Doc Name
Responses to DRMS ECOSA Stability Review Comments
From
Newmont / CC&V
To
DRMS
Type & Sequence
AM11
Email Name
TC1
AME
ERR
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.
/
57
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
TECHNICAL MEMORANDUM <br />To: Erik Munroe <br />From: NewFields Mining Design & Technical Services, LLC <br />Project: East Cresson Overburden Storage Area Stability Review/Update for <br />Amendment No. 11 Permitting Submittal <br />Project No.: 475.0106.005 <br />Date: 9 December 2016 <br />Revision: 3 <br />1.0 INTRODUCTION <br />Newmont Mining Corporation (Newmont) retained NewFields to review the stability of the East <br />Cresson Overburden Storage Area (ECOSA) at the Cripple Creek & Victor Gold Mine (CC&V). <br />The stability review was performed to assess if increasing the ultimate crest elevation resulted <br />in unsafe conditions. The current development of ECOSA was permitted under the Cresson <br />Project Permit M‐1980‐244 Amendment 9 and modifications to the facility footprint were <br />approved under Amendment 10. An additional modification to increase the ultimate crest <br />height of ECOSA is being proposed under Amendment 11. The ECOSA is currently permitted to <br />an elevation of 10,565‐feet above mean sea level (amsl). CC&V is planning to raise the crest of <br />the facility to 10,960‐feet amsl and NewFields has performed an evaluation of material <br />properties and subsequent global stability analyses of the ECOSA slopes in consideration of the <br />increased crest height. <br />NewFields scope of work included: (1) a review of the original design completed by Adrian <br />Brown Consultants, Inc. (2012) and other pertinent data, (2) field sampling of relevant materials <br />and subsequent laboratory characterization for development of material properties, and (3) <br />completion of a stability evaluation considering the proposed facility geometry provided by <br />CC&V. A cursory update to the seismic hazard at the site was also completed to verify the <br />design seismic coefficients for the facility. <br />9400 Station Street <br />Suite 300 <br />Lone Tree, CO 80124 <br />T: 720.508.3300 <br />F: 720.508.3339
The URL can be used to link to this page
Your browser does not support the video tag.