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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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COMPLIANCE INFO_FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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Last modified
12/1/2023 8:51:58 AM
Creation date
11/30/2023 9:10:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
FINAL WMU FU-23 DESIGN RPT & CONCURRENCE LTRS
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
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EHD - Public
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<br /> Page 42 <br />• All GCLs will be overlapped and heat welded. Along the length of the mat, the overlap <br />will be 12 in. (150 mm). Along the width of the mat, the overlap will be 12 in. <br />(300 mm). Additional manufacturer’s recommendations regarding overlaps will be <br />adhered to. <br />• The overlaps will not be nailed or stapled to the subgrade. <br /> <br />The QA/QC Consultant will note any non-compliance and report it to the Construction Manager. <br /> <br />4.5.4 Repair <br /> <br />Any holes or tears in the GCL will be repaired by placing a GCL patch over the hole; the patch will <br />overlap the edges of the hole or tear by 2 ft (0.6 m) in all directions. If deemed necessary by the <br />Design Engineer, the patch will be secured with a water-based adhesive approved by the <br />Geosynthetics Contractor. Care will be taken to remove any soil or other material that may have <br />penetrated the torn GCL. All repairs will be made at no additional cost to the Owner. The patch will <br />not be nailed or stapled. <br /> <br />The QA/QC Consultant will observe any repair, note any non-compliance with the above <br />requirements and report them to the Construction Manager. <br /> <br />4.5.5 Materials in Contact with GCL <br /> <br />Equipment used for placing granular material will not be driven directly on the GCL or any <br />overlying geosynthetics. Unless otherwise specified by the Design Engineer, all equipment <br />operating on soil material overlying the GCL shall comply with the maximum allowable equipment <br />ground pressures for the given cover soil thickness provided in the Specifications. <br /> <br />Installation of the GCL in appurtenant areas, and connection of the GCL to appurtenances will be <br />made according to the drawings. The Geosynthetics Contractor will ensure that the GCL is not <br />damaged while working around appurtenances. <br /> <br />Geomembranes will be placed over each section of GCL as soon as practical to preclude <br />precipitation or other moisture contact with the GCL.
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