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ARCHIVED REPORTS_XR0007299
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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3500 - Local Oversight Program
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PR0545106
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ARCHIVED REPORTS_XR0007299
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Last modified
12/19/2019 4:25:58 PM
Creation date
12/19/2019 4:09:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007299
RECORD_ID
PR0545106
PE
3529
FACILITY_ID
FA0003694
FACILITY_NAME
RIVER CITY PETROLEUM CARDLOCK
STREET_NUMBER
2211
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11707050
CURRENT_STATUS
02
SITE_LOCATION
2211 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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BETX and TPHg and TPHd (see Soil Sample Recap Attached) <br /> Monitoring Wells MW#4S and MW#4D were installed on the east side of Wilson Way in September <br /> of 2000 Also,monitoring wells MW#5D, MW#6S and MW#6D, MW#7S and MW#7D,were installed <br /> north and south of the pump islands in September of 2000 (see attached Site Map) <br /> Monitoring wells MW#8S and MWBD were installed in a single bore hole inside the existing building, <br /> west of the pump islands on October 3, 2000 <br /> INSTALLATION OF EIGHT MONITORING WELLS REPORT <br /> PROCEDURE FOR BORE HOLE SOIL SAMPLING AND ANALYSIS <br /> The four bore holes drilled for installation of the 100 feet deep monitoring well were drilled with an <br /> eight-inch hollow stem auger Soil samples were extracted at five intervals starting at twenty feet below <br /> the surface with a two-inch BX split spoon sampler with brass or stainless steel liners Each soil sample <br /> liner was capped with a teflon sheet and plastic cap and stored under ice <br /> The bore hole for MW#8D was located inside the existing building to the west of the pump island This <br /> building now houses a large truck and automobile tire distribution warehouse The building ceiling height <br /> was too low to allow a conventional drilling rig to drill the borehole A limited access rig was imported <br /> from Southern California to drill this borehole Drilling was very slow in this confined space <br /> All soil samples were transported under chain of custody to Sherwood Labs for analysis by EPA Method <br /> 8020 for BTEX and EPA Method 8015 for TPHg and TPHd (see recap of soil analysis attached) Soil <br /> samples were transferred by chain of custody to Entech Analytical Labs for analysis by EPA Method <br /> 8260B for oxygenates <br /> FINDINGS FROM SOIL ANALYSIS <br /> The main impact of the gasoline spill is present in the MW#513 soil boring With concentrations of up <br /> to 27,000 mg/Kg for TPHg at a depth of forty-five feet, this location must be the near the center of the <br /> spill location This soil bore has gasoline above detection levels from a depth of twenty-five feet to <br /> seventy feet and is located near the over excavation area The soil bore for MW#413, located on the east <br /> side of Wilson Way,produced no samples above the detection level for any of the compounds in gasoline <br /> or diesel All of the other bore holes yielded one or more samples above detection levels(see recap of soil <br /> analysis attached) <br /> Only the bore holes for MW#1 (samples at 20'and 25'of depth),and MW#5 (Sample at 20'of depth)have <br /> TPHd over detection levels (see recap of soil analysis attached) <br /> CONCLUSIONS <br /> Under the canopy area the gasoline contamination plume extends in the soil from a depth of twenty-five <br /> feet to seventy feet The highest concentrations of gasoline compounds outside of the canopy area lie <br /> within a sandy silt or silty sand aquifer that is about fifteen to twenty feet thick, starting at fifty-five feet <br /> below the surface The higher concentrations of Zylene and the low concentrations of Benzene indicate <br /> that these gasoline compounds are old and weathered <br /> 2 <br />
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