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ARCHIVED REPORTS_2006_4
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ARCHIVED REPORTS_2006_4
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Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_4
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_2006_4.tif
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EHD - Public
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2.3 <br />4. Geocomposite panels shall be of sufficient continuous length to cover the <br />entire slope, including anchor trenches and runouts, without horizontal <br />seaming. <br />C. Geotextile shall be thermally bonded to geonet components of Geocomposite <br />material rather than chemically bonded. <br />MANUFACTURING QUALITY CONTROL <br />A. The Geocomposite shall be manufactured with quality control procedures sufficient <br />for certification requirements of this section and that meet generally accepted <br />industry standards. <br />B. The Geocomposite Manufacturer shall sample and test the Geocomposite to <br />demonstrate that the material conforms to all requirements of this section. <br />C. Any Geocomposite sample that does not comply with this section will result in <br />rejection of the roll from which the sample was obtained. The GEOSYNTHETICS <br />CONTRACTOR shall replace any rejected rolls at no additional cost to the OWNER. <br />D. If a Geocomposite sample fails to meet the quality control requirements of this <br />section, the OWNER will require that the GEOSYNTHETICS CONTRACTOR <br />sample and test each roll manufactured in the same lot, or at the same time, as the <br />failing roll. Sampling and testing of rolls shall continue until a pattern of acceptable <br />test results is established. <br />E. Additional sample testing may be performed, at the GEOSYNTHETIC <br />CONTRACTOR's discretion and expense, to more closely identify any non- <br />complying rolls and/or to qualify individual rolls. Sampling shall, in general, be <br />performed on sacrificial portions of the Geocomposite material such that repair is not <br />required. <br />F. The Geocomposite shall conform to the physical property requirements in Table <br />02774-1. The GEOSYNTHETICS CONTRACTOR shall provide the QA/QC <br />CONSULTANT with control test results for the properties listed in the following <br />table at a minimum frequency of 1 test per 100,000 square feet of material, except for <br />apparent opening size, permittivity, wide width tensile, and transmissivity testing <br />which shall be performed at a frequency of 1 test every 600,000 square feet. <br />PROPERTIES TEST PROCEDURE <br />Geonet Component Specific gravity ASTM D 792 <br />Thickness ASTM D 5199 <br />Carbon black ASTM D 1603 <br />Geotextile Component <br />Mass per unit area <br />Apparent opening size <br />Permittivity <br />Grab strength <br />Tear strength <br />Puncture strength <br />ASTM D 5261 <br />ASTM D 4751 <br />ASTM D 4491 <br />ASTM D 4632 <br />ASTM D 4533 <br />ASTM D 4833 <br />C <br />FORWARD LANDFILL WMU FU -06 GEOCOMPOSITE <br />02774 4 DRAINAGE NET .10 <br />
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