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ARCHIVED REPORTS_XR0005657
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545621
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ARCHIVED REPORTS_XR0005657
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Last modified
11/19/2024 1:50:30 PM
Creation date
4/28/2020 2:25:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005657
RECORD_ID
PR0545621
PE
3528
FACILITY_ID
FA0003977
FACILITY_NAME
SPEEDY FOOD #2*
STREET_NUMBER
8200
Direction
N
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95212
CURRENT_STATUS
02
SITE_LOCATION
8200 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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5 <br /> Mr Jeff Wong <br /> Page 2 of 4 <br /> • summarizes product thickness measurements and volumes removed Field notes are included <br /> in Attachment A <br /> 2.2 Groundwater Monitoring and Sampling <br /> A Ground Zero technician monitored water levels in all site wells and collected samples from <br /> monitoring wells MW2 through MW9B on June 12 and 13, 2002 No sample was collected <br /> from well MW 1 due to the presence of free product <br /> Groundwater elevations were calculated by measuring the depth to groundwater in each well <br /> and subtracting the measured depth from the respective well head elevation The measured <br /> depth to groundwater below the tops of the well casings ranged from 64 79 feet in well MW1 <br /> (corrected for the presence of free product) to 65 71 feet in well MW5 (completed at <br /> approximately 2 25 feet above ground surface) Groundwater elevations at the site ranged <br /> from 32 86 feet to 33 35 feet below mean sea level Groundwater levels in shallow <br /> monitoring wells MW1 through MW8 fell an average of 3 73 feet between June 12, 2002 and <br /> September 12, 2002 Groundwater levels in well MW9B, which was completed in a deeper <br /> aquifer, fell 3 38 feet during the same period Groundwater flowed in a northeasterly <br /> direction with an average gradient of 0 002 (approximately 10 5 feet per mile) The apparent <br /> groundwater depression previously observed in the vicinity of well MW4 has not been present <br /> since the destruction of the old water supply well in March 2002 A potentiometric surface <br /> map generated using the September 12, 2002 monitoring data is presented on Figure 2 <br /> Groundwater monitoring data are summarized in Table 2 <br /> An experienced Ground Zero technician purged at least three well casing volumes of water <br /> from monitoring wells MW2 through MW9B prior to sampling the wells The technican <br /> measured the water's temperature, pH and electrical conductivity during the purging process <br /> and collected samples after the physical parameters stabilized and water levels in the wells <br /> recovered to at least 80% of their pre-purged levels Purged groundwater was contained in <br /> appropriately labeled DOT-approved 55-gallon drums in accordance with 49 CFR part 172 and <br /> 40 CFR part 262 Groundwater samples collected from the monitoring wells were delivered <br /> under chain of custody protocol to Argon Laboratories (FLAP #12359) for analysis Field data <br /> sheets and purge logs are included in Attachment A <br /> 3.0 GROUNDWATER ANALYTICAL RESULTS <br /> Argon Laboratories analyzed the groundwater samples for total petroleum hydrocarbons as <br /> gasoline (TPHg) using EPA 8015M, benzene, toluene, ethylbenzene, and total xylenes (BTEX) <br /> using EPA 8020, and oxygenated gasoline additives, ethylene dibromide (EDB) and 1,2- <br /> dichloroethane (1,2-DCA) using EPA 8260B A copy of the laboratory report is included in <br /> Attachment B <br /> TPHg was detected in wells MW2, MW3, and MW4 at concentrations of 1,100 parts per billion <br /> (ppb), 110 ppb, and 210 ppb, respectively No TPHg was detected in wells MW5 through MW9B <br /> G1Data1GROUNDZLITULEBURG\Reports\QMR\3QM2002 doc <br />
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