My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL40079
DRMS
>
Back File Migration
>
General Documents
>
GENERAL40079
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:59:21 PM
Creation date
11/23/2007 10:29:51 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
General Documents
Doc Date
1/26/1996
Doc Name
CRESSON PROJECT PERMIT M-80-244 PROCEDURES AND MATERIALS FOR 1996 CONSTRUCTION LINER LOAD AND INTERF
From
CRIPPLE CREEK & VICTOR GOLD MINING CO
To
DNR
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.
/
8
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
01/27/98 10:38 $1 303 985 2~ GOLDER-GCS <br />• III <br />~~ Cripple Creek & Victor Gold Mining Company <br />A Joirrt Varnure • PikN PNk Honing Comprny, ManygCr <br />~~ Opaations OtNoe Englewood Office <br />P.O. Bo:191, 2755 State Highway 67 5251 DTC Parkway, Suile 700, Englewood <br />Victor, Colorado 80860 Colorado 80111 <br />(719) (i69-2977 • FAX (719) 6893256 (303) 889-0700 • F/1X (303) 88.¢0707 <br />January 26, 1996 <br />SENT BY CERTIFIED RETURN RECEIPT REQUESTED AND FACSIMII,E <br /> <br />Mr. Berhan Keffelew <br />Environmental Protection Specialist <br />Colorado Department of Natural Resources <br />Division of Mines and Geology <br />Office of Mined Land Reclamation <br />1313 Sherman Street, Room 215 <br />Denver, Colorado 80203 <br />Reference: Cresson Project- Permit M-80-244. Procedures and Materials For 1996 <br />~onstntction. Liner Load and Interface Shear Data for 100 mil LLDPE. <br />Dear Mr. Keffelew: <br />L <br />The Cripple Creek & Victor Gold Mining Com~atly ("CC&V") is attaching hereto the letter <br />repo on the additional testing for the sample of 100 mil LLDPE synthetic liner material. This <br />repo covers the successful liner load test (no pin holes or defects) using Drain Cover Fill and <br />Low Volume Solution Collection System Fill. Attachment A to the letter report covers this test. <br />The final results of the interface shear test using the same materials at the 4 different loadings <br />confirmed the high shear resistance. The peak and residual friction angle was 31 degrees and <br />the cohesion was 55 psf. As the report states, these results exceed the minimum interface shear <br />strength parameters of 21 degrees and 0 psf. Attachment B to the letter report contains these <br />test results. <br />appreciates the time you and your staff spent with CC&V yesterday and the long hours <br />l to review the material on the 1996 construction program. <br />Environmental Affairs <br />f~oo2 <br />IIIIIIIIIIIII III <br />999 <br />rktFachment (1): Leiter Report from Golder Associates dated January 26, 1996. <br />FII.E: CC&VSTIP.006 <br />
The URL can be used to link to this page
Your browser does not support the video tag.