My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2008-04-15_REVISION - M1980244 (201)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1980244
>
2008-04-15_REVISION - M1980244 (201)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 5:52:04 PM
Creation date
5/8/2008 1:05:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
VOL V APP 8 Appendix B.2 Golder 2005 Liner Load Testing For TR45
From
CC & V
To
DRMS
Type & Sequence
AM9
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.
/
46
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
2005 -2- <br />053-2386 <br />0 2.0 MATERIAL <br />Three different soil materials and three geosynthetic materials were used to complete the testing <br />program consistent with the VLF construction. These materials are described by their properties and <br />referred to by name for consistency during discussion of the test procedures. <br />2.1 Soil Materials <br />Three types of soil material were?lprovided for testing and are listed below: <br />1. Drain Cover Fill (DCF); <br />2. Low Volume Solution Collection (LVSC) Fill; and <br />3. Soil Liner Fill (SLF)'i <br />ii <br />All of the soil materials for the liner load tests were collected by Golder and obtained from material <br />stockpiles produced as part of they 2003-2004 Phase IV construction activities. <br />Prior to testing, the DCF and LVSC Fill materials were air dried then separated by grain size. The <br />grain size results are included in Appendix A. The materials meet the gradation requirements for <br />DCF and LVSC Fill specified in the Phase IV VLF Technical Specifications. The specified DCF and <br />LVSC Fill gradations are summarized in Tables 2-1 and 2-2, respectivehv. <br />Preparation of the SLF material included air <br />drying and separation by grain size. The soil was <br />screened over the 2-inch sieve to remove oversized material and processed by passing it through a <br />No. 4 sieve. Soil clods between the No. 4 and 2-inch sieves were broken by hand and mixed with the <br />No. 4 material to simulate field,lsoil preparation conditions. The SLF material met the gradation <br />requirements specified in the Phase IV VLF Technical Specifications, summarized in Table 2-3. <br />Prior to testing, the SLF was moisture treated and compacted according to the Phase IV VLF - <br />Technical Specifications. <br />2.2 Geosynthetic Materials I' <br />I <br />Samples of textured 80-mil LLDPE and smooth 100-mil LLDPE geomembrane were supplied <br />by <br />Polyflex for the liner load testing', program. A sample of 80-mil textured VLDPE geomembrane was <br />O"Ah d- Golder Associates
The URL can be used to link to this page
Your browser does not support the video tag.