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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 /> <br /> <br />Forward Landfill WMU FU-23 9 GEOSYNTHETIC CLAY LINER (GCL) <br />02777 <br />3.6 SEAMS AND OVERLAPS <br /> A. On slopes steeper than 10 horizontal to 1 vertical, all geosynthetic clay liners shall be continuous down the slope; that is, no horizontal seams shall be allowed on the slope. <br /> B. No horizontal seams shall be allowed on the base and the crest of the landfill within 5 ft (1.5 m) of the toe or the crest of the slope. <br /> C. All geosynthetic clay liners shall have overlapped seams that are heat welded. Along the length (i.e., the sides) of the mat, the overlap shall be 12 in minimum. Along the width (i.e., the ends) of the mat, the overlap shall be 12 in minimum. <br /> D. The overlaps shall not be nailed or stapled to the subgrade. <br /> E. Granular bentonite shall be placed on the overlaps. <br />3.7 MATERIALS IN CONTACT WITH THE GEOSYNTHETIC CLAY LINER <br /> A. Installation on rough surfaces shall be carefully performed to minimize damage to the geosynthetic clay liner. <br /> B. Equipment used for placing soils shall not be driven directly on the geosynthetics overlying the geosynthetic clay liner. A minimum thickness of 1 ft of material is required between a low ground pressure dozer (such as a wide pad Caterpillar D-4 bulldozer or equivalent) and the geosynthetic clay liner. A minimum thickness of 3 ft of material is required between rubber-tired vehicles and the geosynthetic clay liner. In areas of heavy vehicle traffic, such as access ramps, the material thickness should be at least 3 ft. The following table shall be complied with during construction: <br />Maximum Equipment Ground Pressure (psi) <br /> Initial Lift Thickness (ft) <br />5 1.0 <br />10 1.5 <br />20 2.0 <br />>20 >3.0 <br /> <br />C. Installation of the geosynthetic clay liner areas with appurtenances areas, and connection of the geosynthetic clay liner to appurtenances shall be made according to the Construction Drawings. The GEOSYNTHETICS CONTRACTOR shall ensure that the geosynthetic clay liner is not damaged while working around the appurtenances. <br />3.8 REPAIR
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