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ARCHIVED REPORTS_2003
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2003
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Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:41:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003
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_2003.tif
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EHD - Public
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Foothill Sanitary Landfill—Module 1 December 2003 <br /> County of San Joaquin Job No.031602.00.02 <br /> 5.3.2 Geomembrane Installation............................................................................ 26 <br /> 5.3.2.1 Earthwork............................................................................................... 26 <br /> 5.3.2.2 Geomembrane Deployment................................................................... 28 <br /> 5.3.2.3 Field Seaming ........................................................................................ 29 <br /> 5.3.3 Defects and Repair ....................................................................................... 32 <br /> 5.3.3.1 Identification........................................................................................... 32 <br /> 5.3.3.2 Repair Procedures and Testing ............................................................. 33 <br /> 5.3.4 Investigation of Water Under HDPE Geomembrane..................................... 33 <br /> 5.3.5 Leak Location Survey.................................................................................... 33 <br /> InsertFigure 65.4 Geotextile..................................................................................... 34 <br /> 5.4 Geotextile.......................................................................................................... 35 <br /> 5.4.1 Receiving Inspection..................................................................................... 35 <br /> 5.4.2 Conformance Testing.................................................................................... 35 <br /> 5.4.3 Deployment................................................................................................... 36 <br /> 5.4.4 Seams and Overlaps..................................................................................... 36 <br /> 5.4.5 Repair 37 <br /> 5.5 Geocomposite................................................................................................... 37 <br /> 5.5.1 Receiving Inspection..................................................................................... 37 <br /> 5.5.2 Conformance Testing.................................................................................... 37 <br /> 5.5.3 Deployment................................................................................................... 38 <br /> 5.5.4 Seams and Overlaps..................................................................................... 39 <br /> 5.5.5 Repair 39 <br /> 6.0 POLYETHYLENE PIPE AND FITTINGS..........................................................40 <br /> 6.1 Receiving Inspection......................................................................................... 40 <br /> 6.2 Installation......................................................................................................... 40 <br /> 7.0 SOIL GAS MONITORING WELLS AND LSIMETERS ..................................41 <br /> 8.0 MODIFICATIONS MADE DURING CONSTRUCTION.....................................42 <br /> 9.0 CONCLUSION..................................................................................................43 <br /> LIST OF TABLES <br /> Table 1 — Earthworks Testing and Frequency <br /> Table 2 - Geosynthetic Testing and Frequency <br /> Table 3 — GCL Conformance Testing Summary <br /> Table 4 — Shear Strength Testing Summary <br /> Vector Engineering, Inc.• 143E Spring Hill Drive•Grass Valley,CA 95945•(530)272-2448 <br /> ii <br />
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