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ARCHIVED REPORTS_2013_8
Environmental Health - Public
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ARCHIVED REPORTS_2013_8
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_8
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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_8.tif
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EHD - Public
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SECTION 02777 <br /> GEOSYNTHETIC CLAY LINER(GCL) <br /> PART1 GENERAL <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-13, 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 /> AMIL 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-13 1 GEOSYNTHETIC CLAY LINER(GCL) <br /> 02777 <br />
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