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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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FORWARD LANDFILL WMU FU-23 GEOCOMPOSITE <br />02774 1 DRAINAGE NET <br />SECTION 02774 GEOCOMPOSITE DRAINAGE NET (GEOCOMPOSITE) PART 1 GENERAL 1.1 WORK INCLUDED A. This section covers the Work necessary to furnish and install Geocomposite Drainage Net (Geocomposite) on the side slopes of WMU FU-23, complete. B. The GEOSYNTHETICS CONTRACTOR shall furnish all labor, supervision, tools, equipment, and materials necessary to complete the Geocomposite installation including, but not limited to, submittals, panel layout, seaming, temporary anchorage, and all necessary and incidental items required to complete the Work in accordance with these Specifications and the Construction Drawings. The EARTHWORK CONTRACTOR will perform excavation and backfilling of anchor trenches and will unload the Geocomposite if the GEOSYNTHETICS CONTRACTOR is not onsite. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. D792, Test Method for Density and Specific Gravity (Relative Density) of Plastics by Displacement 2. D1603, Standard Test Method for Carbon Black in Olefin Plastics. 3. D4716, Test Method for Constant Head Hydraulic Transmissivity of Geotextiles and Geotextile Related Products 4. D5035, Test Method for Breaking Strength and Elongation of Textile Fabrics (Strip Method) 5. D5199, Test Method for Measuring Nominal Thickness of Geotextiles and Geomembranes. 1.3 DEFINITIONS A. Batch: A quantity of resin, usually the capacity of one railcar, used in the fabrication of high-density polyethylene (HDPE) geonet. The finished product will be identified by a roll number corresponding to the quantity of resin used. B. QA/QC CONSULTANT: The party, independent from Manufacturer or Contractor, that is responsible for observing and documenting activities related to the quality assurance of production and installation of the geosynthetic components of the lining system. C. Construction Quality Assurance (CQA) Laboratory: The party, independent from the OWNER, Manufacturer, Fabricator, and Contractor, responsible for conducting tests on samples of geosynthetics obtained at the site. D. Fabricator: The party responsible for the fabrication of Geocomposite panels constructed from rolls received from the Geonet Manufacturer.
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