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ARCHIVED REPORTS_XR0005194
Environmental Health - Public
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0005194
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Last modified
3/11/2020 4:32:09 PM
Creation date
3/11/2020 2:37:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005194
RECORD_ID
PR0541650
PE
2960
FACILITY_ID
FA0023868
FACILITY_NAME
FORMER USA GASOLINE SERVICE STATION 110
STREET_NUMBER
2132
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
1730635
CURRENT_STATUS
01
SITE_LOCATION
2132 E MARIPOSA RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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I <br /> 1 THIRD QUARTER, 1998 <br /> GROUNDWATER MONITORING REPORT <br /> USA STATION 9110-STOCKTON <br /> AUGUST,1998 <br /> Groundwater elevation contours constructed from the July 17, 1998 measurements indicate <br /> ' groundwater is flowing to the northeast at a hydraulic gradient of approximately 0 001-feet/feet <br /> A review of the historical field data suggests that the groundwater generally flows to the northeast <br /> with minor fluctuations to the north and south, as shown on Figures 4 and 5 <br /> ' 3,2 Results of Groundwater Laboratory Analyses <br /> ' TPH G concentrations ranged from non-detect (ND) at the method detection limit of 50 <br /> micrograms per liter(µg11) in MW-1-P, MW-4-P and MW-6-P to 3,100 µg/l in MW-2-P <br /> Benzene concentrations ranged from ND at the method detection limit of 0 5 Vg/1 in MW-1, <br /> 1 MW-2, MW-4-P, and MW-6-P to 490 µg/1 in MW-2-P Groundwater analytical results are <br /> summanzed in Table 2, and shown on Figure 6 Copies of laboratory reports and COC <br /> documentation are included in Appendix B <br /> 3.3 Conclusions <br /> 1 Groundwater elevations have increased approximately 2 4-feet since the April 16, 1998 sampling <br /> event, and are the highest levels recorded TPH G and benzene concentrations have decreased in <br /> lie <br /> all wells except MW-1 and MW-3-P, where the concentrations have increased This minor <br /> increase is attributed to the high groundwater levels during the winter months and appear to have <br /> re-solubilized degraded petroleum hydrocarbon compounds The chromatographic signatures <br /> ' included in Appendix B for these samples indicate an older gasoline <br /> It is our opinion that the impacted groundwater plume continues to be minimal in sue and is <br /> stable In November, 1997, the UST's and piping were replaced No obvious holes were <br /> observed during the retrofit in the tanks or lines Downgradient wells have been consistently ND <br /> at the method detection hmit, which define a "zero-line" closure With the UST and line <br /> ' replacement the potential risk at this site has been significantly reduced There does not appear to <br /> be any indication of plume migration after monitoring the groundwater for six years This site <br /> should be considered for no further action as a low risk site <br /> 1 <br /> 1 <br /> i <br /> 1 <br /> 3 <br />
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