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ARCHIVED REPORTS_2006_4
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ARCHIVED REPORTS_2006_4
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Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_4
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_4.tif
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EHD - Public
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C <br />SECTION 02777 <br />GEOSYNTHETIC CLAY LINER (GCL) <br />1.1 WORK INCLUDED <br />A. This section covers the Work necessary to furnish and install Geosynthetic Clay <br />Liner (GCL) on the side slopes of WMU FU -06, complete. <br />B. The GEOSYNTHETICS CONTRACTOR shall furnish all labor, supervision, <br />tools, equipment, and materials necessary to complete the GCL installation <br />including, but not limited to, submittals, panel layout, seaming, temporary <br />anchorage, and all necessary and incidental items required to complete the Work <br />in accordance with these Specifications and the Construction Drawings. The <br />EARTHWORK CONTRACTOR will excavate and backfill anchor trenches. The <br />EARTHWORK CONTRACTOR will unload the GCL if the GEOSYNTHETICS <br />CONTRACTOR is not onsite. <br />C. The GEOSYNTHETICS CONTRACTOR shall be prepared to install the GCL <br />sequentially with the subgrade preparation, geomembrane installation, placement of <br />soil cover materials, and installation of the other components of the liner system. <br />D. Prior to, during, and after installation, GCL shall not be allowed to hydrate and/or <br />come in contact with water. <br />1.2 REFERENCES <br />A. American Society for Testing and Materials [ASTM]: <br />1. ASTM D2216. Standard Method for Laboratory Determination of Water <br />(Moisture) Content of Soil and Rock. <br />2. ASTM D5993 - Standard Test Method for Measuring Bentonite Mass Per <br />Unit Area of Geosynthetic Clay Liners. <br />3. ASTM D4632 - Standard Test Method for Grab Breaking Load and <br />Elongation of Geotextiles. <br />4. ASTM D5084 - Standard Test Method for Measurement of Hydraulic <br />Conductivity of Saturated Porous Materials Using a Flexible Wall <br />Permeameter. <br />5. ASTM D5321 — Standard Test Method for Determining the Coefficient of <br />Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the <br />Direct Shear Method. <br />6. ASTM D5993 - Standard Test Method for Measuring Mass Per Unit of <br />Geosynthetic Clay Liners. <br />7. ASTM D6243 - Standard Test Method for Determining the Internal and <br />Interface Shear Resistance of Geosynthetic Clay Liner by the Direct Shear <br />Method. <br />Forward Landfill WMU FU -06 1 GEOSYNTHETIC CLAY LINER (GCL) <br />02777 <br />
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