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ARCHIVED REPORTS_XR0008475
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545858
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ARCHIVED REPORTS_XR0008475
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Last modified
10/10/2020 10:22:35 PM
Creation date
7/15/2020 3:27:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008475
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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EHD - Public
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REQUEST FOR SITE CLOSURE REPORT -4- <br /> Former Beacon Station #610 <br /> 3300 Waterloo Road, Stockton, California <br /> AMV Project No 19042 04 <br /> ' 3.0 CURRENT SITE CONDITIONS <br /> 3.1 Current Distribution of Petroleum Constituents in Soil <br /> ' In September 1994, AMV advanced six additional soil bonngs at the site to depths ranging from <br /> 50 to 60 feet below grade Three of these bonngs were completed as 2-inch-diameter vapor <br /> extraction wells (designated as VE-1, VE-2, and VE-3) Soil boring locations are illustrated on <br /> ' Figure 2 Existing monitoring well MW-7 was drilled out (including the PVC casing, grout, <br /> and gravel pack) on September 28, 1994, and a new 4-inch-diameter monitoring well was <br /> installed within the resulting borehole Soil bonngs SB-4, SB-5, and SB-6 were terminated at <br /> ' 50 feet below grade, and soil borings SB-1, SB-2, and S13-3 were terminated at approximately <br /> 60 feet below grade Soil bonngs SB-1 and SB-2 were advanced within separate 16-inch- <br /> diameter polyvinyl chloride (PVC) conduits, which were installed during the underground <br /> ' storage tank replacement in October 1993 Soil boring SB-3 was advanced at an angle of 30 <br /> degrees from vertical toward the northeast beneath the pump island area (Figure 2) <br /> Four to six soil samples collected from each boring were submitted for analysis of concentrations <br /> of BTEX, TPHd, and TPHg Analytical results of soil samples submitted by AMV in <br /> September 1994 are summarized in Table 5 Only two soil samples submitted for analysis <br /> contained concentrations of BTEX and TPHg above the laboratory detection limit Soil samples <br /> SB2-7 and SB2-8, collected from soil boring SB-2 at 35 and 40 feet below grade, contained <br /> TPHg concentrations of 210 and 630 mg/kg, respectively Concentrations of benzene in these <br /> ' two soil samples were reported at less than 0 050 mg/kg Concentrations of TPHd in soil <br /> samples collected from soil bonngs SB-3, SB-4, SB-5, and SB-6 were reported to be less 1 0 <br /> mg/kg for all soil samples submitted for analysis One soil sample collected from soil boring <br />' SB-1 (at 60 feet below grade) contained 27 ppm TPHd Soil samples SB2-7 (35 feet), S132-8 <br /> (40 feet), and SB2-12 (60 feet), contained TPHd at concentrations of 1,700, 6,600, and 2 6 ppm, <br /> respectively <br />' One soil sample collected from soil boringSB-2 at 40 feet below rade was submitted f <br /> g or <br /> laboratory analysis to assess the mobility of petroleum constituents in the soil beneath the site <br />' The test was performed for BTEX, TPHg, and TPHd Both tests involve placing sample <br /> material (soil) in a container and adding a measured quantity of liquid, in this case deionized <br />' water The sample is then agitated for a specified time period and the liquid is filtered and <br /> extracted The "extract" was then analyzed for the previously mentioned parameters Results <br /> of the "Wet DI" and "TCLP Extract" tests are presented in Table 6 As indicated in Table 6, <br /> benzene was not detected above the method detection limit in the extracted liquid <br /> Concentrations of TPHg and TPHd were reported at 2,600 and 55 �4g/l, respectively <br /> rptil4 m) <br />
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