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ARCHIVED REPORTS_XR0002424
Environmental Health - Public
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EHD Program Facility Records by Street Name
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GRANT LINE
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3500 - Local Oversight Program
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PR0545201
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ARCHIVED REPORTS_XR0002424
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Last modified
1/24/2020 4:27:49 PM
Creation date
1/24/2020 4:13:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002424
RECORD_ID
PR0545201
PE
3528
FACILITY_ID
FA0009068
FACILITY_NAME
Green Soap Inc
STREET_NUMBER
450
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
450 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• Water and nonphosphate detergent wash, <br /> • Water rinse, <br /> • Dcionized water final rinse <br /> Soil Samples will be analyzed for the folIowirg <br /> Analyses EPA Method <br /> a TPH as diesel and BTEX 8015,8020 (GC/FID/PID) <br /> All equipment will be free of soil before if leaves the site atter remediation All <br /> rmseate from equipment decontamination will be stored on site in appropriately <br /> labL-led drums. <br /> 3.3 Hotspot Excavation <br /> If the confirmation samples obtained within the excavation side walls or within the <br /> grid pattern on the excavation floor indicates hydrocarbon concentrations greater <br /> than the soil cleanup concentration criteria, BAI will further excavate into the area <br /> of each confirmation sample that has concentrations greater than the soil cleanup <br /> objective as stated in Section 3 0 All further excavation will guided by the mobile <br /> laboratory. <br /> If hydrocarbon levels are below the soil cleanup criteria as verified by the <br /> . confirmation sampling, no further excavation will be performed <br /> 3.4 Excavation Backfilling <br /> After the remediation parameters have been achieved, BAI will backfill the <br /> excavation with drainage rock to a depth of five feet. The drain rock will be used to <br /> achieve natural compaction of soils particularly in areas below the water table <br /> Filter fabric will be placed over the drawn rock and engineered compacted fill will be <br /> placed to the surface Clean imported backfill will be compacted to 90 percent <br /> relative compaction based on the ASTM D 1557 standard <br /> 3.5 Stockpiled Soil Analysis <br /> Analysis of the soil stockpiles will be initiated after completion of the excavation <br /> Sampling will be initiated in order to facilitate off-site disposal of the soil. A <br /> composite soil sample consisting of four discrete samples for each 50 yards of <br /> material will be obtained A state certified analytical laboratory will combine the <br /> four soil samples into one composite at the laboratory Soil will be collected as <br /> described above (Section 3 2) and transported under chain of custody to a certified <br /> analytical laboratory to be analyzed at a minimum for TPH as diesel and BTEX <br /> 4 <br /> AAL <br /> BRUNSING ASSOCIATES, INC ,®' <br />
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