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ARCHIVED REPORTS_XR0006948
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ARCHIVED REPORTS_XR0006948
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Last modified
4/14/2020 2:07:07 PM
Creation date
4/13/2020 4:03:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006948
RECORD_ID
PR0541401
PE
2950
FACILITY_ID
FA0006046
FACILITY_NAME
UNION OIL STATION #5098
STREET_NUMBER
5606
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
02
SITE_LOCATION
5606 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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First Quarter 2001 Ground Water Monitoring Report <br /> Cleanu and Abatement Order No 5-00-707 EAI Project No 1232 <br /> 4.4 DISCUSSION <br /> 4.1 Ground Water Elevation Contour Maps <br /> Unocal has segregated water at the sites into shallow and deep zones All Ward wells are <br /> screened in the Unocal deep zone Figures 3 and 4 present ground water elevation contour <br /> maps for both the shallow (Figure 3) and deep (Figure 4) zones at the sites Shallow zone wells <br /> extend across the water table and generally are screened from 30 to 50 feet below grade surface <br /> (bgs) Deeper zone wells are generally screened between 50 and 70 feet bgs Table 4 and <br /> Figure 5 present the well construction details in tabular form and graphically, respectively <br /> Two additional wells designated as shallow (MW-23S and MW-24S) are screened between <br /> approximately 85 and 90 feet bgs and two additional wells designated as deep (MW-23D and <br /> ' MW-24D) are screened between approximately 98 to 103 feet bgs The shallow and deep <br /> screened intervals in these four wells do not correspond to the shallow and deep intervals in the <br /> other wells Therefore, data obtained from these four wells are not included in the shallow or <br /> deep zone ground water elevation neaps or isoconcentration maps <br /> 4.2 Ground Water FIow Direction and Magnitude <br /> ' Figure 6 presents the historic ground water flow direction and magnitude for the two sites <br /> During the summer months, the ground water flow direction for the Wards site is southwest and <br /> for the Unocal site it is generally south to southwest Figure 6 indicates that during the winter <br /> months when the RIW is not in operation, the natural ground water flow direction is easterly <br /> and during the summer months when the RIW was formerly in operation, ground water flows <br /> from both sites toward the RIW <br /> 4.3 Shallow and Deep Monitoring Well Hydrographs <br /> Figures 7 and 8 present hydrographs for selected shallow and deep ground water monitoring <br /> wells These figures also indicate a reversal of ground water flow direction during summer <br />' months when the RIW was formerly in operation <br /> 4,4 TPH-G and Benzene Isoconcentration Maps <br /> 1 Figures 9 and 10 present shallow and deep TPH-G isoconcentration maps for the site <br /> respectively Figure 9 indicates that no shallow zone well had a detectable TPH-G <br /> concentration above the laboratory detection limit of X50 µg/L In the deep zone, the highest <br /> concentration of TPII-G was in well MW-25D (136,000 µg/L) <br /> Figures 1I and 12 present shallow and deep benzene isoconcentration maps for the site, <br /> respectively Benzene was not detected in any shallow zone well during the March 2001 <br /> sampling event The highest deep zone benzene concentration was in monitoring well MW- <br /> 25D at 9,370 �tg/L (see Figure 12) <br /> BHM 1232RDI 11 7 <br />' ENVIRONMENTAL AUDIT, INC <br />
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