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ARCHIVED REPORTS_XR0005292
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541650
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ARCHIVED REPORTS_XR0005292
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Last modified
3/11/2020 7:10:52 PM
Creation date
3/11/2020 2:59:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005292
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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SJGOV\sballwahn
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EHD - Public
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1 <br />' FIRST QUARTER, 1999 <br /> GROUNDWATER MONITORING REPORT <br /> USA STATION#110 - STOCKTON <br /> MARCH, 1999 <br />' Groundwater elevation contours constructed from the January 21, 1999 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 hrmt of 50 <br /> micrograms per liter (ug/1) in MW-2, MW-1-P, MW-4-P, and MW-6-P to 390 ggll in MW-2-P <br />' Benzene concentrations ranged from ND at the method detection limit of 0 5 gg/1 in MW-1, MW_ <br /> 2, MW-3-P, MW-4-P, and MW-6-P to 18 pg/1 in MW-2-P Groundwater analytical results are <br /> summarized in Table 2, and shown on Figure 6 Copies of laboratory reports with COC <br /> documentation are included in Appendix B <br /> 3.3 Conclusions <br />' TPH G concentration have s a e not been detected in MW-2 for the last two quarters TPH G and <br /> benzene have decreased in MW-2-P The chromatographic signatures included in Appendix B for <br /> these samples indicate an older gasoline <br /> ' It is our opinion that the impacted groundwater plume continues to be minimal in size 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 Downgradrent wells have been consistently ND <br /> at the method detection limit, which define a "zero-hne" 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 /> tshould be considered for no further action as a low risk site <br /> ' 3 <br />
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