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CORRESPONDENCE_4/7/22 [REV] APPENDICES W/FIRE PERMIT
Environmental Health - Public
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4400 - Solid Waste Program
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CORRESPONDENCE_4/7/22 [REV] APPENDICES W/FIRE PERMIT
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Last modified
5/30/2024 8:31:35 AM
Creation date
5/14/2024 10:57:45 AM
Metadata
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Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
4/7/22 [REV] APPENDICES W/FIRE PERMIT
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Forward Compost Facility Stormwater Improvements <br />02778 2 HDPE GEOMEMBRANE <br />13. D4437, Standard Practice for Determining the Integrity of Field Seams Used in Joining Flexible Polymeric Sheet Geomembranes. 14. D4833, Standard Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products. 15. D5199, Test Method for Measuring Nominal Thickness of Geotextile and Geomembranes. 16. D5321, Standard Test Method for Interface Shear Testing. 17. D5397, Procedure to Perform a Single Point Notched Constant Tensile Load Test. 18. D5596, Test Method for Microscopic Evaluation of the Dispersion of Carbon Black in Polyde Geosynthetics. 19. D5617, Standard Test Method for Multi-Axial Tension Test for Geosynthetics. 20. D5994, Test Method for Measuring the Core Thickness of Textured Geomembranes. B. Geosynthetic Research Institute (GRI): 1. Test Method GM-12 Measurement of the Asperity Height of Textured Geomembranes using a depth gage. 1.3 DEFINITIONS <br />A. Batch: A quantity of resin, usually the capacity of one railcar, used in the fabrication of high density polyethylene (HDPE) geomembrane sheet. The finished sheet will be identified by a roll number corresponding to the particular quantity of resin used. <br />B. Bridging: The condition when geomembrane becomes suspended over its subgrade due to contraction of the material or poor installation. <br />C. 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. <br />D. Construction Quality Assurance (CQA) Laboratory: The party, independent from the OWNER, Manufacturer, Fabricator, and Installer, responsible for conducting tests on samples of geosynthetics obtained at the site. <br />E. Extrudate: The molten polymer that is emitted from an extruder during seaming using either extrusion fillet or extrusion flat methods. The polymer is initially in the form of a ribbon rod, bead or pellets. <br />F. Fabricator: The party responsible for the fabrication of geomembrane panels constructed from rolls received from the manufacturer. <br />G. Geomembrane Manufacturer: The party responsible for the production of the geomembrane rolls from resin and for the quality control of the resin. <br />H. Geomembrane: An essentially impermeable membrane used as a solid or liquid
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