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ARCHIVED REPORTS_XR0003216
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541693
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ARCHIVED REPORTS_XR0003216
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Last modified
2/6/2020 11:56:36 AM
Creation date
2/6/2020 11:10:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003216
RECORD_ID
PR0541693
PE
2960
FACILITY_ID
FA0023897
FACILITY_NAME
TOYOTA TOWN INC
STREET_NUMBER
610
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906033
CURRENT_STATUS
01
SITE_LOCATION
610 N HUNTER ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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i <br /> A S S O C I A T E 5 I N C <br /> wells MW2, MW4, MW5, and MW6 contained concentrations of methyl tertiary butyl ether <br /> (MTBE) ranging from 11 parts per billion (ppb) to 26 ppb by EPA method 8020 The presence <br /> of MTBE was not confirmed by EPA method 8260 The groundwater samples collected from <br /> wells MWI, MW3, and MW7 did not contain detectable concentrations of MTBE, but the <br /> detection limits in these samples were elevated due to high concentrations of TPHg and BTEX <br /> The sample collected from well CW contained no detectable concentrations of petroleum <br /> hydrocarbons Groundwater samples from wells MWI, MW3, and MW7 continue to contain <br /> elevated concentrations of TPHg and BTEX A summary of analytical results is presented in <br /> Table 1 Laboratory data sheets and chain-of-custody documentation are contained in <br /> Attachment 2 <br /> GROUNDWATER FLOW DIRECTION <br /> Water level measurements were collected from wells MWI through MW7, and CW on March 1, <br /> 2001 Water levels ranged from 21 35 to 24 12 feet below the tops of the well casing elevations, <br /> representing an average increase in the water table elevation of approximately 0 16 feet since <br /> November 2000 The water level data were used to develop the groundwater elevation contour <br /> map (Figure 3) Assuming that horizontal isotropic conditions prevail, groundwater in the <br /> uppermost aquifer beneath the site flowed towards the northeast The average hydraulic gradient <br /> on March 1, 2001 was calculated to be 0 006 ft/ft or approximately 32 ft/mile A summary of <br /> groundwater monitoring data is presented in Table I <br /> CONCLUSIONS <br /> Concentrations of TPHg and BTEX in wells MWI through MW7 and CW remain consistent <br /> with the results from previous sampling events Detectable concentrations of MTBE were <br /> present in wells MW2, MW4, MW5, and MW6 although these results were not confirmed by <br /> EPA method 8260 It appears as though there are petroleum hydrocarbons remaining in the soil <br /> The direction of groundwater flow and the magnitude of hydraulic gradient are generally <br /> consistent with the previous event Groundwater elevations have increased since November <br /> 2000 <br /> RECOMMENDATIONS <br /> Based on the results of the First Quarter 2001 monitoring episode, we recommend the following <br /> Conduct the Second Quarter 2001 groundwater monitoring and sampling of wells MWI <br /> through MW7 and CW and analyze samples for TPHg, BTEX, and MTBE by EPA <br /> methods 8015/8020 Any detectable concentrations of MTBE will be confirmed by EPA <br /> method 8260 <br /> w\625961quardy%Igr-2001 duc 3 <br />
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