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ARCHIVED REPORTS_XR0011926
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011926
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Entry Properties
Last modified
4/9/2020 2:37:12 PM
Creation date
4/9/2020 2:26:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011926
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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below the detection limit or in the 60-90 ppb range except on two occasions The eastern limit is <br /> defined by GT-21, and the concentration of 80 ppb in GT-20 suggests that this well is not fat trom <br /> the northeastern limit <br /> In the 2nd and 3rd Riverbank aquifers, the highest concentrations are located west of the former UST <br /> facility in borings GT-3 and GT-14 (Figure 15) These plumes appear to trend more northerly, but <br /> turn eastward near the garage building Wells GT-12A, GTA, and GT-17B provide northern and <br /> southern limits on the plume in the 2nd aquifer, but neither the eastern nor western Iimits aie well <br /> defined by the existing wells Wells GT-13B, GT-15B, and GT-18B provide good limits on the <br /> plume in the 3'd aquifer and imply that this plume is very narrow in the north-south direction, but <br /> neithei the northeastern end nor the southwestern end can be mapped with certainty fiom the <br /> available data <br /> 4 0 SUMMARY AND CONCLUSIONS <br /> Sia additional borings were drilled during the first quarter of 2005 to further investigate the vertical <br /> and lateral extent of fuel contamination in soil and groundwater of the Riverbank Formation Tluee <br /> of these were completed as nested wells for a total of nine new monitoring wells The borings <br /> ranged in depth from 80 to 125 feet <br /> Nine soil samples were analyzed for diesel-range hydrocarbons Diesel fuel was detected in one <br /> sample trom the base of the Modesto Aquifer at a concentration of 4100 mg/kg, in one sample hom <br /> the base of the 2nd Riverbank Aquifer at 2 7 mg/kg, and in one sample from the base of the 3rd <br /> Riverbank Aquifer at 16 mg/kg <br /> r <br /> There are now five monitoring wells in the 3`d Riverbank Aquifer, seven wells in the 2°d Rivetbank <br /> Aquifei, eight in the I" Riverbank Aquifer, and one in the Modesto Aquifer The piezometrrc <br /> surface in the 1 S` aquifer is relatively planar and slopes northward The prezometric surface becomes <br /> inei easrngly undulating in the deeper aqurfei s, and slopes generally eastward in both the 2' and 3rd <br /> agtufeis The slight differences in the elevation of the piezometrrc surface in each aquifer imply that <br /> these aquifers may be partially confined on a local scale, but at the scale of the overall site they aie <br /> a probably in coininunication The eastward slope to the piezometrrc surface in the 2nd and 3rd <br /> aquifers suggests that these two may be in somewhat better communication than they are with the <br /> I" aquifer, where the piezometrrc surface slopes northward On the other hand, the sand-on-sand <br /> contact between the I" and 2nd Riverbank aquiters in GT-6 and GT-18 (Figure 5) is a clear <br /> indication that these aquifers are in communication in some areas <br /> Twenty water saanples from the 1S' 2"d and 3rd Riverbank aquifers were analyzed This quarer was <br /> the exception to the rule that the highest diesel concentrations in the Riverbank Formation have <br /> been detected in the I" aquifer in GT-6 Previously, concentrations of 500-600 parts per billion had <br /> been detected, but in March the laboratory reported a concentration of 170 ppb A slightly higher <br /> concentration (200 ppb) was detected in GT-16 These two wells currently define the core of the <br /> plume in this aquifer, and concentrations decline outwaid to below the detection litnit The plume <br /> 9 <br />
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