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3500 - Local Oversight Program
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PR0545177
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Last modified
1/13/2020 5:34:26 PM
Creation date
1/13/2020 4:05:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545177
PE
3528
FACILITY_ID
FA0002123
FACILITY_NAME
GREWALS GAS & LIQUOR*
STREET_NUMBER
4100
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
14333046
CURRENT_STATUS
02
SITE_LOCATION
4100 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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t... .i <br /> 26 February 2007 <br /> AGE-NC Project No. 97-0327 <br /> Page 3 of 4 <br /> 3.2. ANALYTICAL RESULTS OF MONITORING WELL WATER SAMPLES <br /> ` A total of four ground water samples were submitted to CalTech Environmental Laboratories <br /> (CTEL), a DHS-certified laboratory, for analysis. TPH-g was detected in the sample from MW-3, <br /> at a concentration of 200 µg/l. BTEX constituents were detected in the sample from MW-3 at <br /> concentrations of 4.1 µg/1 ethylbenzene and 26.2 µg/1 xylene. Fuel additive 1,2-DCA was detected <br /> in the sample from MW-4 at a concentration of 51 µg/l. <br /> No other analytes were detected at or above laboratory reporting limits in any ground water samples <br /> collected. <br /> i <br /> Analytical results of the ground water samples are summarized in Table 3. The laboratory reports <br /> (CTEL reference No. CT214-0609030) and chain-of-custody forms are presented in Appendix B. <br /> Documents confirming the upload of laboratory electronic deliverable format(EDF)files and depth <br /> to water measurements to Geotracker are included in Appendix C. <br /> 3.3. ANALYTICAL RESULTS OF DOMESTIC WATER WELL SAMPLES <br /> Grab water samples were not collected from off-site domestic water wells located at 451 and 452 <br /> North Lillian Avenue during this quarterly monitoring event. <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> The implications from the September 2006 ground water monitoring event are as follows: <br /> • Ground water flow direction at the site was inferred to be toward the southwest at a gradient <br /> of 0.006 ft/ft or less; previous ground water monitoring events at the site have determined <br /> the prevalent ground water flow direction to be towards the south. <br /> • Due to the low gradient at the site, slight variations in ground water measurements or <br /> changes of recharge/discharge of the local ground water could have modified ground water <br /> flow direction. <br /> r <br /> • The ground water elevation at the site was not within the screened intervals of wells MW-1, <br /> MW-2, MW-3 or MW-4;the wells were "flooded" by an average of 4.23 feet and may not <br /> be representative of first ground water conditions. <br /> • Average depth to ground water decreased by approximately 2.32 feet since the last quarterly <br /> monitoring event in June 2006; this decrease in the ground water table may have caused <br /> additional desorption of soil contaminants in the capillary zone,resulting in the detection of <br /> `„ Advanced GeoEnvironmentai,Inc. <br />
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