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ARCHIVED REPORTS_2004
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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W
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WAVERLY
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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ARCHIVED REPORTS_2004
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Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2004.tif
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EHD - Public
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TABLE 02774- 1 Is <br /> GEOCOMPOSITE PROPERTY VALUES <br /> SPECIFIED TEST <br /> PROPERTIES QUALIFIER UNITS VALUES') METHOD <br /> Geonet Component: <br /> Polymer composition Minimum % 95 polyethylene N/A <br /> by weight <br /> Polymer specific gravity Minimum -- 0.935 ASTM D 1505 <br /> Polymer melt index Maximum g/10 min. 1.0 ASTM D 1238 <br /> Carbon black content Range % 2-3 ASTM D 1603 <br /> Foaming Agents Maximum % 0.0 N/A <br /> Nominal thickness Minimum mm 6 ASTM D 5199 <br /> Geotextile Filter Component: <br /> Polymer composition Minimum % 95 polyester or N/A <br /> polypropylene <br /> Mass per unit area Minimum oz/yd' 7 ASTM D 5261 <br /> (g/m2) <br /> Filter Requirements <br /> Apparent opening size Maximum mm 095<0.18 mm ASTM D 4751 <br /> Permittivity Minimum 1/s >0.87 ASTM D 4491 <br /> Mechanical Requirements <br /> Grab strength Minimum lb 160 ASTM D 4632 <br /> Tear strength Minimum lb 60 ASTM D 4533 <br /> Puncture strength Minimum lb 1 80 1 ASTM D 4833 <br /> Geocomposite: <br /> Wide Width Tensile Minimum lb/ft 720 ASTM D4599 <br /> Strength(machine direction) <br /> (3) <br /> Transmissivity(2,3) Minimum m2/s 5 x 10-6 ASTM D 4716 <br /> Peel Strength/Ply Adhesion Minimum lb/in 1 ASTM F 904 or <br /> ASTM D 413 <br /> Notes: <br /> 1. All values represent minimum average roll values <br /> 2. The design transmissivity is the hydraulic transmissivity of the geocomposite measured using water at 68°F <br /> f3°F(20°C t1.5°C)with a hydraulic gradient of 0.5,under a compressive stress of 5,500 psf. For the test,the <br /> geocomposite shall be sandwiched between a layer of 60-mil HDPE geomembrane and soil. The minimum test <br /> duration shall be 24 hours and the report for the test results shall include measurements at intervals over the <br /> entire test duration. <br /> 3. Certified test results performed within the last two years on the same product are acceptable. <br /> FORWARD LANDFILL WMU FU-04 GEOCOMPOSITE <br /> 02774 6 DRAINAGE NET <br />
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