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ARCHIVED REPORTS_XR0007790
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0506077
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ARCHIVED REPORTS_XR0007790
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Last modified
6/18/2020 4:38:55 PM
Creation date
6/18/2020 4:27:53 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007790
RECORD_ID
PR0506077
PE
2950
FACILITY_ID
FA0007187
FACILITY_NAME
WELLS FARGO BANK
STREET_NUMBER
49
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15121034
CURRENT_STATUS
01
SITE_LOCATION
49 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i!) ill • <br /> PRIVILEGED & CONFIDENTIAL <br /> concentrations for total petroleum hydrocarbons as gasoline and diesel (TPH-g and TPH-d) <br /> and benzene, toluene, ethylbenzene and xylenes (BTEX). Total recoverable petroleum <br /> 1 hydrocarbons (TRPHs) were found at concentrations ranging from 10 parts per million <br /> (ppm) to 31 ppm, which is well below the Maximum Contaminant Level (MCL) of 100 <br /> ppm as set forth by the Regional Water Quality Control Board (RWQCB). <br /> Based on the above-mentioned analytical results, it was concluded that the on-site soil <br /> contamination, although below regulatory action levels, was likely caused by the spilling of <br /> waste oil and motor oil at the former on-site gasoline service station. There was no <br /> indication of diesel or gasoline contamination. Groundwater was expected at a depth of <br /> approximately 60 feet bgs, and was not sampled during this Subsurface Investigation. <br /> February 1997, Follow-Up Phase II Subsurface Investigation <br /> Building Analytics completed a Follow-up Phase II Subsurface Investigation in February <br /> 1997, which included the installation and testing off three monitoring wells. The following <br /> is a summary of the findings from the investigation: <br /> • The groundwater flow direction in February 1997 was measured to be to the <br /> northeast, with a hydraulic gradient of 0.0025; <br /> • TPH-g at levels up to 1,300 ppm, and benzene at levels up to 0.39 ppm, were <br />' reported in the soil samples collected from Boring B2, at depths between 35 and <br /> 55 feet bgs; <br /> • TPH-g and BTEX were reported in groundwater samples collected from MW-1 <br /> or MW-3; <br /> 0 Benzene was not reported in the groundwater sample collected from MW-2; <br /> o TPH-g (1.6 ppm), ethylbenzene (120 ppm) and xylenes (370 ppm) were reported <br />' in the groundwater sample collected from MW-2; and <br /> o Methyl-tert-butyl ether (MTBE) was not reported in any of the soil or <br /> groundwater samples collected. <br /> September 1997, Additional Phase II Subsurface Investigation and <br /> Quarterly Monitoring <br />' Building Analytics completed an additional Phase II Subsurface Investigation and Quarterly <br /> Groundwater Monitoring in September 1997, which included the installation of one <br /> additional 80-foot deep soil boring and groundwater monitoring well, and the monitoring <br /> and sampling of the four groundwater monitoring wells. The following is a summary of <br /> the findings from the investigation and monitoring event: <br /> • The groundwater flow direction was measured to be to the northeast with a <br /> hydraulic gradient of 0.0055; <br />' • TPH-g up to 75 ppm were reported in the soil samples collected from Boring B4 at <br /> depths between 35 and 45 feet bgs; <br /> + Benzene up to 0.057 ppm was reported in the soil samples collected from Boring <br /> B4 at depths between 35 and 45 feet bgs; <br /> 2 198075-WF8.SLOCktan Ph.11 and Quart-Grnundwalcr <br />
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