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ARCHIVED REPORTS_2003
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ARCHIVED REPORTS_2003
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Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:41:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003
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_2003.tif
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EHD - Public
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Foothill Sanitary Landfill — Module 1 December 2003 <br />County of San Joaquin Job No. 031602.00.02 <br />0 Table 7 — Geocomposite Conformance Testing Summary <br />n <br />u <br />5.5.4 Seams and Overlaps <br />Seam overlap, seaming, tie-ins, and other manufacturer's written guidelines were <br />followed. Vector's CQA Monitor observed that the components of the geocomposite <br />(geotextile-geonet-geotextile) were not bonded together at the edges of the rolls. <br />5.5.5 Repair <br />All materials were checked for defects during deployment and all holes or tears were <br />identified and repaired prior to placement of the cover materials. <br />Vector Engineering, Inc. - 143E Spring Hill Drive - Grass Valley, CA 95945 - (530) 272-2448 <br />39 <br />Test Results <br />Geonet Component <br />Geocomposite <br />ASTM D. <br />5199 <br />ASTM D- <br />1505 <br />ASTM D-1603 <br />GRI GC7 <br />ASTM D-4715 <br />ASTM D-4716 <br />Sample No. <br />Thickness <br />(mils) <br />Density <br />(g/cm3) <br />Carbon Black <br />Content <br />N <br />Ply Adhesion <br />(lbs/in) <br />Top/Bottom <br />Routine <br />Transmissivity <br />(m2/sec) <br />Design <br />Transmissivity <br />(m2/sec) <br />P/F <br />SPEC. <br />200 <br />> 0.935 <br />2-3 <br />1 min. <br />>2.7 x IV <br />>1.35 x IV <br />-- <br />131124058 <br />264 <br />0.9526 <br />2.37 <br />3.2/2.9 <br />7.93 x 10-4 <br />3.5 x 10-4 <br />P <br />131124127 <br />263 <br />0.9533 <br />2.37 <br />3.0/3.7 <br />7.57 x 101 <br />--- <br />P <br />131124161 <br />262 <br />0.9529 <br />2.33 <br />2.2/2.8 <br />8.18 x 101 <br />--- <br />P <br />1124196 <br />269 <br />0.9528 <br />2.32 <br />2.6/2.0 <br />7.64 x 101 <br />--- <br />P <br />1136044 <br />262 <br />0.9496 <br />2.36 <br />5.2/5.2 <br />4.89 x 10' <br />--- <br />P <br />n <br />u <br />5.5.4 Seams and Overlaps <br />Seam overlap, seaming, tie-ins, and other manufacturer's written guidelines were <br />followed. Vector's CQA Monitor observed that the components of the geocomposite <br />(geotextile-geonet-geotextile) were not bonded together at the edges of the rolls. <br />5.5.5 Repair <br />All materials were checked for defects during deployment and all holes or tears were <br />identified and repaired prior to placement of the cover materials. <br />Vector Engineering, Inc. - 143E Spring Hill Drive - Grass Valley, CA 95945 - (530) 272-2448 <br />39 <br />
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