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ARCHIVED REPORTS_2013_8
Environmental Health - Public
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ARCHIVED REPORTS_2013_8
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_8
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_8.tif
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EHD - Public
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SECTION 02774 <br /> GEOCOMPOSITE DRAINAGE NET (GEOCOMPOSITE) <br /> PART 1 GENERAL <br /> 1.1 WORK INCLUDED <br /> A. This section covers the Work necessary to furnish and install Geocomposite Drainage <br /> Net(Geocomposite) on the side slopes of WMU FU-13, complete. <br /> B. The GEOSYNTHETICS CONTRACTOR shall furnish all labor,supervision,tools, <br /> equipment, and materials necessary to complete the Geocomposite installation <br /> including,but not limited to,submittals,panel layout,seaming,temporary anchorage, <br /> and all necessary and incidental items required to complete the Work in accordance <br /> with these Specifications and the Construction Drawings. The EARTHWORK <br /> CONTRACTOR will perform excavation and backfilling of anchor trenches and will <br /> unload the Geocomposite if the GEOSYNTHETICS CONTRACTOR is not onsite. <br /> 1.2 REFERENCES <br /> A. American Society for Testing and Materials (ASTM): <br /> 1. D792, Test Method for Density and Specific Gravity (Relative Density) of <br /> Plastics by Displacement <br /> 2. D1603, Standard Test Method for Carbon Black in Olefin Plastics. <br /> 3. D4716, Test Method for Constant Head Hydraulic Transmissivity of <br /> Geotextiles and Geotextile Related Products <br /> 4. D5035,Test Method for Breaking Strength and Elongation of Textile Fabrics <br /> (Strip Method) <br /> 5. D5199, Test Method for Measuring Nominal Thickness of Geotextiles and <br /> Geomembranes. <br /> 1.3 DEFINITIONS <br /> A. Batch: A quantity of resin,usually the capacity of one railcar,used in the fabrication <br /> of high density polyethylene(HDPE)geonet. The finished product will be identified <br /> by a roll number corresponding to the particular quantity of resin used. <br /> B. QA/QC CONSULTANT: The party,independent from Manufacturer or Contractor, <br /> that is responsible for observing and documenting activities related to the quality <br /> assurance of production and installation of the geosynthetic components of the lining <br /> system. <br /> C. Construction Quality Assurance(CQA)Laboratory: The party,independent from the <br /> OWNER,Manufacturer,Fabricator,and Contractor,responsible for conducting tests <br /> on samples of geosynthetics obtained at the site. <br /> D. Fabricator: The party responsible for the fabrication of Geocomposite panels <br /> constructed from rolls received from the Geonet Manufacturer. <br /> ® FORWARD LANDFILL WMU FU-13 GEOCOMPOSITE <br /> 02774 1 DRAINAGE NET <br />
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