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ARCHIVED REPORTS_XR0007269
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545898
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ARCHIVED REPORTS_XR0007269
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Last modified
7/23/2020 8:22:23 AM
Creation date
7/23/2020 8:06:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007269
RECORD_ID
PR0545898
PE
3528
FACILITY_ID
FA0005555
FACILITY_NAME
MALIK ALL TIRES WHEEL
STREET_NUMBER
2662
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11706033
CURRENT_STATUS
02
SITE_LOCATION
2662 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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{ <br /> Mr Mike Infurna <br /> Page 2 <br /> event was abnormally steep Typically, the gradient at the site is flat While water levels measured in the <br /> deeper wells at the site fell over 6 feet since June, the water levels measured in wells MW3 and MW4 fell <br /> only 4 to 5 feet Also, water levels in wells MW3 and MW4 did not recovery after purging We believe <br /> it is likely that the water measured in these wells was perched in the well casing A potentiometric surface <br /> map generated using the September 18, 2002 monitoring data is shown on Figure 2 Groundwater <br /> monitoring data are summarized in Table 1 Monitoring data sheets are included in Attachment A <br /> On September 18, 2002, wells MWI, MW3, MW4 and U-Haul well MW7 were purged MW1 and U- <br /> Haul well MW7 were purged of at least three well casing volumes prior to sample collection During the <br /> purging process, temperature, pH and electrical conductivity parameters were measured Groundwater <br /> samples were collected after physical parameter stabilization Subsequently the samples were placed in an <br /> ice chest refrigerated to a temperature of approximately 4°C Purgewater was contained in appropriately <br /> labeled DOT-approved 55-gallon drums Wells MW3 and MW4 went dry while being purged and water <br /> did not recharge into the wellbores Consequently, samples were not collected from MW3 and MW4 <br /> Purge logs are included in Attachment A <br /> Groundwater samples were delivered under chain of custody protocol to Argon Laboratories (ELAP <br /> #2359) Analysis consisted of gasoline oxygenate additives, 1,2-DCA and EDB using EPA method <br /> 8260, BTEX using EPA method 8020, and TPHg using modified EPA method 8015 <br /> GROUNDWATER ANALYTICAL RESULTS <br /> Gasoline oxygenate additives and EDB were not detected in the samples collected from monitoring <br /> wells MW1 and U-Haul MW7 Dissolved TPHg, BTEX and 1,2—DCA concentrations reported in <br /> well MW1 were relatively similar to those from the previous event In well U-Haul MW7, TPHg and <br /> benzene concentrations increased since the previous sampling event and 1,2—DCA was detected after <br /> being at non detectable levels during the previous event Analytical results are summarized in Table 2 <br /> Attachment B contains laboratory reports and chain of custody documentation <br /> SUMMARY <br /> • The apparent groundwater gradient at the site was significantly steeper than historical measurements, <br /> and groundwater appeared to flow in a west-southwesterly direction However, the gradient was <br /> calculated using water level measurements from wells MW3 and MW4, which we believe may not <br /> have been representative of actual conditions <br /> • Concentrations of TPHg, BTEX and 1,2-DCA in well MW1 were similar to those measured during <br /> previous sampling events In well U-Haul MW7, TPHg, BTEX and 1,2-DCA increased since the last <br /> event <br /> • <br /> ❑GZA_FS1SY501\Data\GROUNDZEVLARRYS\Repox%NQMR\2002\3QM2002 doc <br />
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