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ARCHIVED REPORTS_XR0008478
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545858
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ARCHIVED REPORTS_XR0008478
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Last modified
7/15/2020 7:49:51 PM
Creation date
7/15/2020 3:28:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008478
RECORD_ID
PR0545858
PE
3528
FACILITY_ID
FA0003600
FACILITY_NAME
Nella Oil #427
STREET_NUMBER
3300
STREET_NAME
WATERLOO
STREET_TYPE
Rd
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3300 Waterloo Rd
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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LSauers
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EHD - Public
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,F) <br /> td Mr Kenneth Earnest <br /> December 5, 1994 <br /> Page 2 <br /> Contacts between the soil types varied between gradational and sharp The boring was terminated at <br /> 50 feet below grade Soil borings SB-5 and SB-6 were also terminated at 50 feet below grade, and soil <br /> borings SB-1, SB-2, and SB-3 were terminated at approximately 60 feet below grade Ground water was <br /> not encountered in soil borings SBA through SB-6 Soil borings SBA and SB-2 were advanced within <br /> 16-inch-diameter polyvinyl chloride (PVC) casings, which were installed during the underground storage <br /> tank replacement in November 1993 Soil boring SB-3 was advanced at an angle of 30 degrees toward <br /> the northeast from vertical beneath the pump island area (Figure 3) Soil boring logs containing <br /> descriptions of soil conditions encountered in each boring are included in Enclosure B <br /> Soil Sample Analytical Results <br /> A portion of each soil sample collected from the soil borings was sealed in a plastic bag, placed out of <br /> direct sunlight, and allowed to reach ambient air temperature The headspace of the bag was then <br /> screened in the field with a photoionization detector (PID) <br /> Soil samples were selected for chemical analysis on the basis of PID screening results and the location <br /> of the soil samples in relation to the most likely source of petroleum constituents Four to six soil <br /> samples collected from each boring were submitted for analysis of concentrations of BTEX, TPHd, and <br /> TPHg Analytical results of soil samples submitted by AMV are summarized in Table 1 Copies of <br /> certified analytical reports for soil samples submitted for laboratory analysis during this phase of work <br /> are contained in Enclosure C <br /> Only two soil samples submitted for analysis contained concentrations of BTEX and TPHg above the <br /> laboratory detection limit Soil samples S132-7 and S132-8, collected trom soil boring SB-2 at 35 and <br /> 40 feet below grade contained TPHg concentrations of 210 and 630 milligrams per kilogram (mg/kg), <br /> respectively Concentrations of benzene in these two soil samples were reported at less than <br /> 0 050 mg/kg <br /> Concentrations of TPHd in soil samples collected trom soil borings S13-3 through SB-6 were reported to <br /> be less than the reporting limits for all soil samples submitted for analysis Soil samples collected from <br /> soil borings SBA and S13-2 contained concentrations of TPHd ranging from les: than 1 0 to 6,600 mg/kg <br /> in soil sample SB2-8, collected at 40 feet below grade (Table 1) <br /> One soil sample collected trom soil boring SB-2 at 40 feet below grade was submitted for laboratory <br /> analysis to determine the mobility of petroleum constituents in the soil beneath the site The test was <br /> performed for BTEX, TPHg, and TPHd Both tests involved placing sample material (soil) in a container <br /> and adding a measured quantity of liquid, in this case deionized water The sample is then agitated for <br /> a specified time period and the liquid is filtered and extracted The "extract" was analyzed for the <br /> previously mentioned parameters Results of the "Wet DV and "TCLP Extract" tests are presented in <br /> Table 2 <br /> ACTON • IrpM7 gss <br /> MICKELSON <br /> van DAM, INC <br /> Consulting Scientists Engineers,and Geologists <br />
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