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ARCHIVED REPORTS_XR0012255
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2900 - Site Mitigation Program
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PR0541653
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ARCHIVED REPORTS_XR0012255
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Last modified
10/10/2020 11:18:03 PM
Creation date
7/9/2020 8:57:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012255
RECORD_ID
PR0541653
PE
2965
FACILITY_ID
FA0023871
FACILITY_NAME
TOP FILLING STATION
STREET_NUMBER
101
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15125307
CURRENT_STATUS
01
SITE_LOCATION
101 S WILSON WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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13 August 1997 <br /> AGE-NC Project No 95-0130 <br />' Page 3 of 5 <br />' 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in ground water samples collected from wells MW-2, MW-3, MW-5, VW-1 C, <br />' VW-2A and VW-3A The highest concentrations of TPH-g was reported from VW-1C at 260,000 <br /> ug/1 (nucrograms per liter or parts per billion ppb), while the lowest was reported from MW-2 at 110 <br /> ppb <br />' Benzene was detected in ground water samples collected from wells MW-1 through N1W-3, MW-5, <br /> V W-1 C, VW-2A and VW-3A The highest concentrations of benzene was reported from VW-1 C at <br />' a concentration of 52,000 ppb, while the lowest was reported from MW-1 at 3 0 ppb Toluene, <br /> ethylbenzene and xylenes were detected in samples collected from wells 1VIW-1 through MW-3, MW- <br /> 5, VW-1C, VW-2A and VW-3A The highest concentrations were reported from VW-1C and VW- <br /> 3A at 48,000 ppb, while the lowest concentrations were reported from MW-2 at 1 7 ppb <br /> MTBE was detected in a ground water samples collected from MW-2, MW-3, VW-1C, VW-2A and <br />' VW-3A The highest concentrations of MTBE was reported from VW-3A at a concentration of 4,600 <br /> ppb, while the lowest concentration reported from MW-2 at 0 88 ppb The analytical results for <br /> ground water samples are summarized in Table 2 -Analytical Results of Quarterly Ground Water <br /> Samples The laboratory report (Castle Analytical Laboratory Reference No 1145) and chain-of- <br /> custody forms are included in Appendix B <br /> I <br /> 4.0 CONCLUSIONS & RECOMMENDATIONS <br /> 41 CONCLUSIONS <br />' • Between January 1995 and June 1997, the ground water flow direction and the hydraulic <br /> gradient have remained relatively constant at the site <br /> The ground water surface elevation at the site continues to remain above the slotted screened <br />' intervals in wells MW-1 through NM-5, and VW-1 C Therefore, samples collected from <br /> these wells may not be representative of the conditions at the site <br />' • Based on the consistently high concentrations of petroleum hydrocarbons in MW-5 and the <br /> prevailing ground water flow direction, it appears that hydrocarbon compounds detected in <br /> MW-5 are related to the operation of former USTs at the Wells Fargo Bank property <br />' • Concentrations of benzene detected in samples collected from wells MW-1 through MW-3, <br /> VW-1 C, VW-2A and VW-3A were above the State of California Maximum Contaminant <br /> Levels (N4CLs) for drinking water of 1 0 ppb, toluene was above MCLS of 150 ppb in wells <br /> VW-1 C, VW-2A and VW-3A, ethylbenzene was above MCLs of 700 ppb in wells VW-1C, <br /> VW-2A and VW-3A, xylenes were above MCLs of 1,750 ppb in wells VW-1C, VW-2A and <br /> Ad+anced GtoEmirommitni,Inc <br />
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