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ARCHIVED REPORTS_2004
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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ARCHIVED REPORTS_2004
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Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2004.tif
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EHD - Public
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• Verify acceptance of the repair procedures, materials and techniques by the QA/QC <br /> isInspector in advance of the specific repair. <br /> • Extend patches or caps at least 6 inches beyond the edge of the defect, and round all <br /> corners of material to be patched and the patches to a radius of at least 3 inches. Bevel <br /> the top edges of patches before extrusion welding. <br /> 4.2.6 Wrinkles <br /> During placement of materials over the geomembrane, temperature changes or creep may cause <br /> wrinkles to develop in the geomembrane. Any wrinkles which can fold over must be repaired either <br /> by cutting out excess material or, if possible, by allowing the geomembrane to contract by <br /> temperature reduction. In no case can material be placed over the geomembrane which could result <br /> in the geomembrane folding. The QA/QC Inspector must monitor geomembrane for wrinkles and <br /> notify the,QA/QC Manager and Geosynthetics Contractor is wrinkles are being covered by soil. The <br /> QA/QC Inspector is then responsible for documenting corrective action to remove the wrinkles. <br /> 4.2.7 Folded Material <br /> All folded geomembrane must be removed. <br /> 4.2.8 Geomembrane Anchor Trench <br /> The geomembrane anchor trench should be left open until seaming is completed. Expansion and <br /> contraction of the geomembrane should be accounted for in the liner placement. The anchor trench <br /> should be filled in the morning when temperatures are coolest to reduce bridging of the <br /> geomembrane. <br /> 4.2.9 Leak Location Testing <br /> The QA/QC Consultant will perform leak location testing on the HDPE geomembrane twice during <br /> construction of the cell. The first test shall be perfonned following geomembrane installation.The second test <br /> shall be performed following placement of the granular drainage material and protective operations layer over <br /> the geomembrane. The requirements for the leak location testing are included in Attachment A. <br /> 4.3 Geotextiles <br /> 4.3.1 Delivery <br /> During delivery of geotextiles the QA/QC Inspector will: <br /> • Verify that equipment used to unload the rolls will not damage the geotextile. <br /> • Verify that rolls are wrapped in impermeable and opaque protective covers. <br /> Is Page 35 <br />
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