My WebLink
|
Help
|
About
|
Sign Out
Search
DWR_3391346
DWR
>
Dam Safety
>
2019
>
02
>
DWR_3391346
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/20/2019 9:44:10 AM
Creation date
2/20/2019 8:24:27 AM
Metadata
Fields
Template:
Dam Safety
Document Date
6/23/1982
Document Type - Dam Safety
Report
Division
3
Dam ID
200224
Subject
HOMESTAKE TAILING POND, LOWER DAM - INVESTIGATION AND EVALUATION
DWR Send/Recipient
ALAN PEARSON - DSB
Outside Send/Recipient
MINE SAFETY AND HEALTH ADMINISTRATION
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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
U. S. Department of Labor Mine Safety and Health AdministrsGon <br />P O Box 25367 <br />Denver, Colorado 80225 <br />SAFETY AND HEALTH TECHNOLOGY CENTER a <br />E�E1VE <br />Mine Waste and Construction Division R <br />July 22, 1982 Report No. D4034 -W1644 <br />File: 6017 JUL , 6 <br />WATER RESOURCES <br />STATE- ENGINEER <br />MEMORANDUM FOR: WILLIAM C. GARDNER QXQ_ <br />District Manager, Rocky Mountain District <br />Metal and Nonmetal Mine Safety and Healt <br />FROM: ROBERT L. FERRITER <br />Chief, Mine Waste and Construction Division <br />SUBJECT: Investigation and Evaluation of Bulldog Mine Lower <br />Tailings Dam, Creede, Mineral County, Colorado, nN+" <br />Homestake Mining Company fi <br />Subsequent to a request by the Rocky Mountain Subdistrict Field Office, <br />the tailings pond at the Bulldog Mine was inspected on June 23, 1982, <br />by Safety and Health Technology Center personnel. y <br />From the standpoint of safety, the dam is considered to be in the moder- <br />ate to high hazard category in the event of failure. As indicated in <br />the attached report, seepage through the foundation of the dam and its <br />possible effect on embankment stability are of major concern at this <br />time. <br />The company has obtained the services of D'Appolonia Consulting <br />Engineers, Inc. to design a seepage control system. It is our under- <br />standing that the company is installing a slurry wall for environmental <br />purposes, and is strongly considering a grout curtain through the dam <br />and foundation to reduce further seepage. <br />At this time, we question the safety of the embankment due to the possi- <br />bility of material having been removed from the foundation and the <br />increasing seepage rate. We concur with the installation of the slurry <br />wall and grout curtain, and recommend that the company be required to <br />submit to MSHA a report by a competent professional engineer that either <br />substantiates the safety of the embankment, or recommends additional <br />remedial work. If remedial work is recommended, it should be accomp- <br />lished as expeditiously as possible. We would be happy to review any <br />future recommendations for remedial work. <br />If we can be of further assistance, please call. <br />Attachment - S&HTC Report No. D4034 -W1644 <br />cc: R. Bernard <br />J. Mulhern <br />J. Atwood <br />✓t� Pearson <br />P. Evans <br />K. Wu <br />A. Dimitroff <br />
The URL can be used to link to this page
Your browser does not support the video tag.