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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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• <br />8. ASTM D6495 - Standard Guide for Acceptance Testing Requirements for <br />Geosynthetic Clay Liners <br />9. ASTM D5890 — Standard Test Method for Swell Index of Clay Mineral <br />Component of Geosynthetic Clay Lines. <br />10. ASTM D5891 — Standard Test Method for Fluid Loss of Clay Component <br />of Geosynthetic Clay Liners. <br />B. Geosynthetics Institute (formerly Geosynthetics Research Institute [GRI]) Test <br />Method: <br />1. GM 12, Measurement of the Asperity Height of Textured Geomembranes <br />Using a Depth Gauge. <br />1.3 SUBMITTALS AND NOTIFICATIONS <br />A. Prior to shipment of the GCL, the GEOSYNTHETICS CONTRACTOR shall <br />provide the QA/QC CONSULTANT with a notarized certificate signed by an <br />authorized representative of the Manufacturer stating that the product supplied <br />meets the properties specified in this Section. <br />B. Uncertified material that is installed shall be removed by the GEOSYNTHETICS <br />CONTRACTOR at no cost to the OWNER. <br />C. Testing specified in this Section shall be performed for this project by a laboratory <br />approved by the QA/QC CONSULTANT. <br />1.4 CONSTRUCTION QUALITY ASSURANCE MONITORING <br />A. The QA/QC CONSULTANT shall monitor installation as outlined in the CQA <br />Manual. <br />B. The GEOSYNTHETICS CONTRACTOR shall be aware of the activities outlined <br />in the CQA Manual and account for these CQA activities in the installation <br />schedule. <br />1.5 QUALIFICATIONS <br />A. The GEOSYNTHETICS CONTRACTOR shall be experienced in the installation of <br />GCLs. In the event the GEOSYNTI-IETICS CONTRACTOR is not experienced, a <br />representative of the GCL Manufacturer shall be on site to train the <br />GEOSYNTHETICS CONTRACTOR, at no additional cost to the OWNER. <br />Forward Landfill WMU FU -06 2 GEOSYNTHETIC CLAY LINER (GCL) <br />02777 <br />
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