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ARCHIVED REPORTS_XR0011909
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011909
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Last modified
4/9/2020 2:40:12 PM
Creation date
4/8/2020 4:19:41 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011909
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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• eight of the samples were analyzed for TPH-diesel, six of these were also analyzed for TPH- <br /> gasoline by EPA method 602 and for BTEX and MTBE by method 8020 <br /> 3.0 <br /> RESULTS <br /> 3.1 Groundwater Gradient and Flow Direction <br /> Depth-to-groundwater measurements and calculated groundwater elevations are presented in Table <br /> 1 Results from previous monitoring events are included for comparison <br /> The static water level is approximately 2 feet shallower than it was in October of 1999, and now <br /> averages approximately 53 feet in depth Hence, it has now risen almost to the contact between the <br /> Modesto Aquifer and the Modesto Agwtard In some of the borings, the highest concentrations of <br /> contaminants were detected at this contact (e g GT-3, GT-7, GT-10, GT-11) The present water <br /> elevation (relative to sea level) is almost minus 26 feet <br /> The calculated water table elevations were used to construct the groundwater gradient map in <br /> Figure 3 The gradient has again changed, and is considerably steeper than it was in October In the <br /> middle of 1999, the flow direction was to the northwest or north, but by October, the gradient had <br /> flattened and revealed no apparent flow direction By December, an eastward-trending trough had <br /> appeared in the gradient, and the predominant flow direction was to the east, toward the domestic <br /> well on the neighboring property <br /> 3.2 Laboratory Results <br /> In most wells, contaminant concentrations decreased during the fourth quarter (Table 2) Neither <br /> gasoline nor diesel were detected in GT-1 and GT-2, which had seen sharp increases during the <br /> previous quarter The TPH-d concentration also decreased slightly in GT-3 and in GT-5, although <br /> slight increases were detected to BTEX compounds in GT-3 Concentrations remained constant in <br /> GT-6, except that gasoline and MTBE were not detected No hydrocarbons were detected in the <br /> sample that was collected from the domestic well tank <br /> Diesel was detected in GT-9 for the first time since October of 1996 Because this well was not <br /> purged, the presence of diesel could not be attributed to cross-contamination from the purge pump <br /> and laboratory error appears unlikely Perhaps it reflects dissolution of adsorbed hydrocarbons that <br /> may have been"smeared"downward during previous groundwater depth fluctuations <br /> The gasoline concentration decreased by at least 50% from its previous level in GT-10, although <br /> BTEX concentrations remained relatively stable Diesel, however, increased sharply, to its highest <br /> concentration since the well was first sampled in March of 1999 <br /> An isocontour map of the extent of diesel has been constructed from the December data (Figure 4) <br /> The map does not conform well with the interpreted groundwater gradient map, and the <br /> configuration of the plume is unusual and difficult to explain It does not appear to be elongate <br /> 3 <br />
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