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ARCHIVED REPORTS_XR0005436
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3500 - Local Oversight Program
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PR0545640
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ARCHIVED REPORTS_XR0005436
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Last modified
5/5/2020 2:35:55 PM
Creation date
5/5/2020 1:35:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005436
RECORD_ID
PR0545640
PE
3528
FACILITY_ID
FA0003900
FACILITY_NAME
PACIFIC PRIDE COMMERCIAL FUEL
STREET_NUMBER
2402
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
12506001
CURRENT_STATUS
02
SITE_LOCATION
2402 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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1 <br /> 09 September 1996 <br /> AGE-NC Project No 95-0173 <br /> iPage 5 of 8 <br />' utilizing a dedicated, disposable polyethylene bailer and new nylon rope Sufficient sample was <br /> collected from each well to fill three 40-aril EPA vials preserved with hydrochloric acid, and two one- <br /> liter amber bottles Care was taken to ensure that no air bubbles were present in the VOAs after filling <br /> and capping Ground-water sample containers were labeled with the well designation, date, time, and <br /> samplers initials <br />' Following collection of ground water samples, the sample was immediately placed in an ace chest and <br /> cooled to 4'C Each sample was logged on a chain-of-custody form, placed in a chilled container and <br />' transported to a California certified laboratory for analysis of TPH-g and TPH-d, BTE&X, MTBE <br /> and total lead in accordance with EPA methods 5030/8015M, 602, 8020, and 200 9, respectively <br /> The results of the analysis are contained in Table 4 -Analytical Results Of Gi aurid Water Samples <br /> 1 <br /> 4.0. FINDINGS <br />' 4 1 SOIL PROFILE <br /> Generally, a slightly moist, brown to dark brown, stiff, medium-dense clayey silt/silty clay was <br /> encountered from surface grade to depths of approximately 20 feet, although intermittent lenses of <br /> fine-grained sand and silty sand were present Pale brown to dark brown, stiff, medium-dense, very <br />' fine to medium-grained, sandy silt was encountered from depths of approximately 20 to 35 feet, <br /> although intermittent lenses of fine-grained sand were encountered Between 35 and 50 feet, the soil <br /> type consists of gray to green, very moist to saturated, very fine to fine-grained silty sand Gray to <br />' green, saturated, very fine to fine-grained sand was encountered from depths of 50 to 60 feet bsg <br /> Groundwater was encountered from each boring at a depth of approximately 35 feet bsg Boring logs <br /> are included in Appendix A Figure Nos 8 and 9 depict the general lithology beneath the site in cross <br /> sectional views <br /> 4 2 FIELD EVIDENCE OF HYDROCARBON-RVIPACTED SOIL <br /> Generally, petroleum hydrocarbon odors were detected at borings B-1, B-2, and at borings MW-i <br /> through 'IMINj-3 from 15 to 60 feet bsg Organic vapors were detected at concentrations as high as <br /> 7,000 parts per million (ppm) utilizing a PID in soil sample duplicates <br /> Slight petroleum hydrocarbon odors were detected between 30 and 50 feet bsg in boring MW-4 <br /> Organic vapors were detected using the PID in soil samples from MW-4 at concentrations up to 75 <br /> parts per million (ppm) <br />
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