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REV103197
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REV103197
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Entry Properties
Last modified
8/25/2016 1:13:59 AM
Creation date
11/22/2007 1:04:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
1/30/1996
Doc Name
CRESSON PROJECT PN M-80-244 PROCEDURES AND MATERIALS FOR 1996 CONSTRUCTION LENER LOAD AND INTERFACE
From
CRIPPLE CREEK & VICTOR GOLD MINING CO
To
DMG
Type & Sequence
TR20
Media Type
D
Archive
No
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~ III IIIIIIIIIIIII III <br />999 <br />~~ Cripple Creek & Victor Gold Mining Company <br />A Joint Venture -Pikes Peak Mining Company, Manager <br />~~ Operations Office Englewood Office <br />P.O. Box 191, 2755 State Highway 67 5251 DTC Parkway, Suite 700, Englewood <br />Victor, Colorado 80860 Colorado 80111 <br />(719) 689-2977 • FAX (719) 689-3254 (303) 889-0700 • FAX (303) 889-0707 <br />January 26, 1996 <br />SENT BY CERTIFIED RETURN RECEIPT REQUESTED AND FACSIMILE <br />pcl^G1~IFf1 <br />Mr. Berhan Keffelew O 1986 <br />3 <br />Environmental Protection Spectaltst <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 />JAN <br />pivision o1 Mtnecals & Geolo9Y <br />Reference: Cresson Project: Permit M-80-244: Procedures and Materials For 1996 <br />Construction. Liner Load and Interface Shear Data for 100 mil LLDPE. <br />Dear Mr. Keffelew: <br />The Cripple Creek & Victor Gold Mining Company ("CC&V") is attaching hereto the letter <br />report on the additional testing for the sample of 100 mil LLDPE synthetic liner material. This <br />report 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 />I to review the material on the 1996 construction program. <br />Environmental Affairs <br />~4tlachment (1): Letter Report from Golder Associates dated January 26, 1996. <br />FILE: CC&VSTIP.006 <br />
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