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1996-05-02_REVISION - M1980244
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1996-05-02_REVISION - M1980244
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Entry Properties
Last modified
2/16/2021 9:27:02 AM
Creation date
11/21/2007 9:27:57 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
5/2/1996
Doc Name
CRIPPLE CREEK & VICTOR GOLD CO EXPANDED AREA FOR SOIL LINER FILL SUBMISSION OF SPECIFICATIONS & TEST
Type & Sequence
TR21
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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CCBV Gold Mng . ID : APR 30 '96 20 :38 N0 .030 P .23 <br /> bolder Associates Ina 200 Union Boulevard Suite 500 (VA=hes <br /> Lakewood,CO USA 80228 <br /> Telephone(303)980-0540 <br /> ku(303)985-2080 <br /> April 25, 1996 Our Ref.: 953-2947.003 <br /> Golder Associates Inc. <br /> 200 Union Blvd. #500 <br /> Lakewood, CO 80228 <br /> Attn.: Mr. Terry Mandziak <br /> RE* CRESSON LINER LOAD TESTING <br /> Dear Terry, <br /> The Golder Associates Denver Soils Laboratory (Golder) is pleased to present to you <br /> the results of the geosynthedc liner load test that was performed for the Cresson <br /> project. The following report contains the results of one static heap overburden loading <br /> test of geomembrane and two soil types. The specific sample construction is listed <br /> below. All of the materials were supplied to Golder by yourself following trips to the <br /> site. <br /> 1.0 Material Description: <br /> Several different soil and geosynlhetic materials were used to complete the testing <br /> requested. These materials are described by properties and referred to by name for <br /> consistency during discussion of the testing procedures. <br /> 1.1 soy Materials <br /> Two types of soil materials were provided for testing and are listed below: <br /> 1. Drain Cover Fill Material - Cresson Ore (DCF) <br /> 2. Soil Liner Fill - Sample 1 TP-6-2 @ 20' (SLF) <br /> Each one of these materials required mechanical processing to some degree. The DCF <br /> was processed by air drying the material and then separating the material by grain size. <br /> (See figure 1). The material was then combined to meet the following specific grain- <br /> size distribution outlined in the request for testing and shown below: <br /> OFFICES INAUSTRALIA,CANADA.GERMANY.HUNGARY.ITALY,SWEDEN.UNITED KINGDOM.UNITED STATES <br />
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