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ARCHIVED REPORTS_XR0006046
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0006046
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Last modified
4/9/2020 2:33:28 PM
Creation date
4/8/2020 4:13:07 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006046
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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EHD - Public
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• The static water level is more than seven feet deeper than it was in June. With an average depth of <br /> 56 2 feet below grade, the static level is near the top of the Riverbank aquifer and is within the <br /> screened interval of GT-5, GT-6, GT-9, and GT-10 <br /> The calculated water table elevations were used to construct the groundwater gradient map in <br /> Figure 3 A southward slope is apparent, but the gradient is not planar Due to a slightly higher <br /> water table in GT-10, the contours curve around this well The depth to groundwater in this well <br /> has frequently been somewhat anomalous, causing flexures, depressions, or mounds in the gradient <br /> As suggested in previous reports, this could be due to the fact that the screened interval in flus well <br /> is primarily within the Modesto Formation, whereas the screened interval in all of the other wells is <br /> primarily in the underlying Riverbank Formation Partial hydrologic separation between these two <br /> formations could account for the slight difference in water levels <br /> 3.2 Analytical Results <br /> Hydrocarbon concentrations are below detection limits in all wells except GT-6 and GT-10 (Table <br /> 2) It is interesting to note that the TPH-d concentration in GT-6 is essentially identical to what it <br /> was in October and December of 1999, when the well was purged before sampling The same is <br /> true for the BTEX and MTBE results in GT-10, but the TPH-g concentration is considerably lower <br /> than in the past It is also interesting that the TPH-d concentration in GT-10 rose sharply during the <br /> third quarter and returned to the level that was first measured in this well in March 1999 However, <br /> although the concentration was very similar at that time, the depth to the static water level was 10 <br /> • feet less than its present depth, which implies that the TPH-d concentration is unrelated to water <br /> depth <br /> In contrast, comparison of the water depth and TPH-d concentration in GT-6 suggests that there <br /> could be a relation between these parameters in this well The concentration declined fairly steadily <br /> from October 1996 to March 1999, as did the water depth (Figure 4) The depth to water began to <br /> increase during the second quarter of 1999, and the TPH-d concentration followed suit When the <br /> water level stabilized during the late part of the third quarter of 1999 through the end of 1999, the <br /> TPH-d concentration also stabilized, and then both declined in the first quarter of 2000 Since then, <br /> both have been on the increase, although concentrations are still far below what they were initially <br /> Since March of 1999, when groundwater monitoring began on a consistent quarterly basis, it <br /> appears that concentrations peak near 100 ppb when the water depth is approximately 55 feet, and <br /> decline below detection limits when the water rises to a depth of 45 feet At the latter depth, the <br /> static water level is 5 feet above the screened interval, and laboratory results may therefore not be <br /> representative of true groundwater concentrations at that depth Hence, the apparent correlation <br /> between water depth and TPH-d concentration in GT-6 may not be real <br /> 4.0 CONCLUSIONS <br /> The groundwater gradient and flow direction continue to fluctuate over a large range of compass <br /> directions A northward flow direction has been measured during the first quarter in more than one <br /> year, but the flow direction has tended to reverse and become southward or westward later in the <br /> 3 <br />
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