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ARCHIVED REPORTS_XR0002903
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545252
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ARCHIVED REPORTS_XR0002903
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Last modified
1/31/2020 3:21:39 PM
Creation date
1/31/2020 2:00:10 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002903
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Quik Stop Markets, Inc. RA �MA <br /> Project No. F7132.32 Rei <br /> store Working To Restore Nature <br /> Page 2 <br /> Quarterly Well Pumping <br /> ' As agreed upon with the San Joaquin County Public Health Services (see Background Section-- <br /> Appendix A),monitoring well MW-5 is pumped out on a quarterly basis. This quarter, pumping <br /> was conducted on October 26, 1992. Prior to pumping a groundwater sample was obtained from <br /> the well and labeled MW-5. The well was then pumped for about three hours and approximately <br /> 200 gallons of water was removed from the well. After pumping was complete, another <br /> groundwater sample was collected and labeled MW-5A. <br /> Laboratory Analyses <br /> The groundwater samples were transported to RESNA Environmental Laboratories, a state- <br /> , certified laboratory, located in Fremont, California. Samples were analyzed for the presence of <br /> TPHG following Environmental Protection Agency (EPA) Method 8015 modified and BTEX <br /> following EPA Method 8020/602. The laboratory analytical report and chain-of-custody document <br /> are attached in Appendix D. <br /> Summary of Results <br /> ' A summary of the analytical results from current and past well samplings is presented in Table 1. - <br /> Plate 2 shows the groundwater elevation contours based on the water level data in Table 1. In the <br /> local aquifer, groundwater elevations declined an average of 3.13 feet since last quarter. In the <br /> perched aquifer, a groundwater elevation decline of 0.48 foot_was noted since last quarter. The <br /> apparent groundwater flow directioniremains to the`east-southeast at a gradient of approximately <br /> 0.001. _.. <br /> ' Results of September laboratory analysis found that TPHG, and BTEX were not detected in <br /> groundwater samples from-monn <br /> nitog viwells MW-1 R, MW-3,.and MW-4.,-TPHG was also no[ <br /> detected in monitoring well,MW-2but'trace amounts of benzene [0.70 parts per billion (ppb)] and <br /> toluene (1.5 ppb) were detected. MW-5 contained detectable levels of TPHG (310 ppb), and <br /> ethylbenzene (0.63 ppb). In the June 1992 analysis, unknown solvent peaks_were,reported by the <br /> laboratory for groundwater-samples-from_MW--.1R..and_MW-5.. _, n examination of the <br /> ' ".chromatograms revealed that these solvent peaks closely resembled those associated with methyl <br /> lent=butyl ether (MTBE). MTBE is a non'-metallic (lead-free) antiknock compound used lead; <br /> free gasolineFln•this sampluig and analysis, theamples.from.MW.s1R and_MW_-5 wer,_analy?xd <br /> for MTBE:^MTBE was detected in the groundwater samples from MW .1R and.MW-S at 61 ppb <br /> and 920.ppb,respectively. JMTBE is a very light and highly mobile compound. In light of the past <br /> history of excavation of this site, the presence of such a compound is not unexpected. The next <br /> quarterly groundwater sampling will be conducted in December 1992. <br /> Analysis of the samples collected before and after the October 26, 1992 pumping of MW-5 resulted <br /> in TPHG at concentrations of 330 ppb prior to pumping and 340 ppb after the pumping was <br /> completed. Benzene concentrations increased from t0.5 to 2.3 ppb prior to and after pumping, <br /> respectively (See Table 1). <br /> Recommendations ` <br /> Monitoring wells MW-3 and MW4 have not had detectable TPHG or BTEX since they were fust <br /> sampled in September 1990. MW-3 is located upgradient of the spill location.and�MW 41iis located, <br /> ' approximately 50 feet laterally from the spill location. ilii vim ew of these factors and in compliance <br />
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