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ARCHIVED REPORTS_2014
Environmental Health - Public
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4400 - Solid Waste Program
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PR0517379
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ARCHIVED REPORTS_2014
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Last modified
7/18/2020 11:24:49 AM
Creation date
7/3/2020 11:19:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
RECORD_ID
PR0517379
PE
4466
FACILITY_ID
FA0007101
FACILITY_NAME
FORWARD INC LANDFILL
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
02
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4466_PR0517379_9999 S AUSTIN_2014.tif
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EHD - Public
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AdMIL <br /> geomembrane,inform the Geosynthetics Contractor of any required repairs,and record <br /> the repair on the panel/seam log. <br /> • Verify that all repairs are completed and tested in accordance with the Specifications. <br /> • Record all completed and tested repairs on a repair sheet,and the panel layout drawing. <br /> Destructive Seam Sampling Procedures and Field Testing. Destructive seam samples will be <br /> taken at intervals of at least one test per 500 linear feet of geomembrane seams. However,additional <br /> samples will be taken if the QA/QC Inspector suspects that a seam does not meet the Specification <br /> requirements. Reasons for taking additional samples may include,but are not limited to: <br /> • Wrinkling in seam area <br /> • Excess crystallinity <br /> • Suspect seaming equipment or techniques <br /> • Weld contamination <br /> • Insufficient overlap <br /> • Adverse weather conditions <br /> • Failing tests <br /> The QA/QC Inspector selects the locations from where seam samples will be cut for destructive <br /> laboratory testing as follows: <br /> • A minimum of one test per 500 feet of seam length. This is an average frequency for the <br /> entire installation; individual samples may be taken at greater or lesser intervals. The <br /> testing frequency will be increased if welding operations were conducted in temperatures <br /> below 40°F. This increase will be agreed upon by the Construction Manager, QA/QC <br /> Manager, and Geosynthetics Contractor. <br /> • A maximum frequency must be agreed to by the Construction Manager, QA/QC <br /> Manager,and Geosynthetics Contractor at the pre-construction meeting. However,if the <br /> number of failed samples exceeds 5 percent of the tested samples,this frequency may be <br /> increased at the discretion of the QA/QC Manager. Samples taken as the result of failed <br /> tests do not count toward the total number of required tests. <br /> The QA/QC Inspector will not inform the Geosynthetics Contractor in advance of selecting the <br /> destructive sample locations. <br /> The Geosynthetics Contractor will remove specimens and samples at locations identified by <br /> the QA/QC Inspector and field test the specimens for peel and shear before the samples are <br /> shipped off-site for laboratory testing. During sampling procedures the QA/QC Inspector <br /> will: <br /> 0 <br /> Page 27 <br />
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