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FIELD DOCUMENTS_FILE 1
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3500 - Local Oversight Program
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FIELD DOCUMENTS_FILE 1
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Last modified
2/7/2020 8:28:26 AM
Creation date
10/23/2018 4:04:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 1
RECORD_ID
PR0543845
PE
3526
FACILITY_ID
FA0005867
FACILITY_NAME
STOCKTON METRO AIRPORT*
STREET_NUMBER
5000
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17726034
CURRENT_STATUS
02
SITE_LOCATION
5000 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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At the CPT-1 location, Gregg Drilling advanced a pair of borings. In the first of these borings, <br /> Gregg Drilling used the CPT system to record tip resistance, sleeve friction, and dynamic pore <br /> pressure to a total depth of 105 feet. Gregg Drilling recorded a pore pressure dissipation test at <br /> approximately 99 feet bgs, when a suspected porous groundwater-bearing zone was encountered <br /> during drilling. The CPT plots, pore pressure dissipation plots, and interpretation output are <br /> included in Gregg Drilling's report(Appendix E). <br /> Gregg Drilling advanced the second soil boring at'CTA to collect depth-discrete soil and <br /> groundwater samples from below the groundwater table. According to the approved work plan <br /> scope of work, Gregg Drilling collected a soil sample from a depth of approximately 65 feet bgs <br /> using push-driven soil sampling methodology. Based on the CPT and pore pressure dissipation <br /> data, Gregg Drilling collected a groundwater sample from a depth of approximately 104 feet bgs <br /> using a Hydropuncho and a decontaminated stainless steel bailer. Ramage Environmental <br /> properly contained and packaged the soil and groundwater samples, and transported them in an <br /> iced cooler with chain-of-custody documentation to Excelchem for analysis. Excelchern analyzed <br /> both samples for TPH-asjet fuel, TPH-as-gasoline and BTEX by EPA Method 8021 B/8015M, and <br /> for MTBE, DIPE, ETBE, TAME, TBA, 1,2-DCA, and EDB by EPA Method 8260B. <br /> Following sampling, Gregg sealed the boreholes with cement grout, placed by the trernie method. <br /> 2.4 Waste Storage and Disposal <br /> All waste soil generated during drilling was contained in 20, 55-gallon drums. During the drilling <br /> activities ending on June 1, 2007, Ramage Environmental collected representative soil samples <br /> from each of the five well borings to characterize the waste soil. The soil samples were collected <br /> into stainless steel sample sleeves and transported under chain of-custody documentation to <br /> Excelchem. Excelchem combined the five samples into one, and analyzed the composite soil <br /> sample for -a jet fuel, TPH-as-gasoline and BTEX by EPA Method 8021 B/8015M, and for <br /> total lead by EPA Method 6010B. <br /> The composite soil sample analytical results indicated that none of the petroleum hydrocarbons <br /> were detected at concentrations above laboratory reporting limits, and that the concentration of <br /> total lead was below hazardous waste limits. On June 27, and 29, 2007, based on the composite <br /> soil sample analytical results, Doulos Environmental transported the 20 drums of soil as non- <br /> hazardous waste to Sacramento County Kiefer Landfill for disposal. A copy of the landfill receipts <br /> are included in Appendix F, and the laboratory report is included in Appendix G. <br /> 9 <br />
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