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ARCHIVED REPORTS_2008_27
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ARCHIVED REPORTS_2008_27
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Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:54:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_27
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_2008_27.tif
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EHD - Public
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WMLI FU-08 October 2008 <br /> Forward Landfill Project No. 021605.08, <br /> 4.2 Earthfill <br /> Earthfill is defined as material placed on the cell floor to replace material that was <br /> over-excavated to below the established lining surface subgrade by the contractor. <br /> Earthfill was removed from the borrow area and placed on the cell floor by scrapers. <br /> The material was moisture conditioned in place by water trucks and compacted by a <br /> CAT 815 sheepsfoot compactor. Vector CQA monitored placement and compaction <br /> of material to ensure that a relative compaction of greater than 90% was achieved. <br /> A summary of test results is included in Appendix C. <br /> Vector CQA Monitors removed samples of earthfill from the field and performed <br /> testing as per the project specifications. Approximately 15,000 cy of earthfill was <br /> placed. CQA soil testing of the earthfill included: <br /> Modified Proctor (ASTM D-1557): Vector's CQA Monitor performed one (1) <br /> moisture-density relationships (ASTM D-1557), which corresponds to a frequency of <br /> 1 per 46,500 cy. A summary of test results is shown in Table 3. Results of the tests <br /> are included in Appendix C. <br /> TABLE 3 <br /> EARTHFILL LABORATORY TESTING SUMMARY <br /> MODIFIED <br /> SAMPLE SOIL PROCTOR <br /> — NUMBER DESCRIPTION Pmax W% <br /> SPECIFICATIONS N/A N/A <br /> EF-1 Sandy Clay 108.1 20.1 <br /> Upon completion of the earthfill but prior to placement of LPSL within the FU-08 <br /> cell, a final survey of the established lining subgrade was performed. Following the <br /> survey but before placement of LPSL, the smooth surface of the earthfill was <br /> roughened by a CAT 825 sheepsfoot compactor and wetted to ensure that the LPSL <br /> would adhere to the cell floor. <br /> Vector Engineering, Inc. • 143E Spring Hill Drive•Grass Valley, CA 95945•(530)272-2448 <br /> -10- <br />
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