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ARCHIVED REPORTS_XR0005662
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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8200
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3500 - Local Oversight Program
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PR0545621
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ARCHIVED REPORTS_XR0005662
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Last modified
11/19/2024 1:50:30 PM
Creation date
4/28/2020 2:33:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005662
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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� A <br /> Mr Jeff Wong <br /> Apnl 19, 2001 <br /> Page 2 of 4 <br /> groundwater depression was inferred near well MW4 A potentiometnc surface map generated using <br /> the February 2, 2001 monitoring data is presented on Figure 2 The calculated hydraulic gradient in <br /> the western portion of the site was approximately 0 0033 ft/ft The apparent groundwater depression <br /> in the eastern portion of the site suggests that the shallow aquifer is being influenced by pumping in the <br /> water supply well, or that some vertical leakage of the shallow aquifer is occurring through the water <br /> supply well Groundwater monitoring data are summarized in Table 1 and field data sheets are <br /> included in Attachment A <br /> Prior to sampling, monitoring wells MW 1 through MW9(B) were purged of at least three well casing <br /> volumes During the purging process the physical parameters of temperature, pH and electrical <br /> conductivity were measured Samples were collected after the physical parameters stabilized and <br /> water levels in the wells recovered to at least 80% of their initial levels Purged groundwater was <br /> contained in appropriately labeled DOT-approved 55-gallon drums, which are currently stored on-site <br /> Purge logs are included in Attachment A <br /> Groundwater samples were delivered udder chain of custody protocol to Argon Laboratories (FLAP <br /> #2359) for analysis of TPHg by EPA method 8015M, BTEX by EPA method 8020, and oxygenated <br /> gasoline additives, including the lead scavengers EDB and 1,2-DCA, by EPA method 8260B <br /> Samples collected from well MW9(B) were also sent to A&L Western Agricultural Laboratory (FLAP <br /> #1657) for analysis of nitrate and nitnte utilizing EPA method 353 2 <br /> Domestic Well Sampling <br /> At the request of San Joaquin County Public Health Services, Environmental Health Division <br /> (PHS/EHD), an experienced Ground Zero technician collected groundwater samples from three <br /> nearby domestic wells located east of the subject site after written authorization was received <br /> from the respective property owners <br /> Samples were analyzed by Argon Laboratories for gasoline constituents TPHg, BTEX, oxygenated <br /> gasoline additives, 1,2-DCA, and EDB No targeted analytes were detected in the samples collected <br /> from the domestic wells To date, eight groundwater samples have been collected from the nearest <br /> domestic wells located north and east of the subject site No constituents of concern have been <br /> detected in any sampled domestic well Analytical results have been submitted to PHS/EHD <br /> under separate cover <br /> GROUNDWATER ANALYTICAL RESULTS <br /> Elevated levels of dissolved gasoline constituents were detected in shallow monitoring wells MW 1, <br /> MW2, MW3, MW4, and MW6 TPHg in these wells ranged from 2,600 parts per billion (ppb) in <br /> well MW6 to 160,000 ppb in well MW1, benzene ranged from 19 ppb (MW6) to 3,200 ppb (MW1), <br /> and MTBE ranged from <2 0 ppb (MW2) to 20,000 ppb (MW4) No gasoline constituents were <br /> detected in shallow monitoring wells MW5, MW7, or MW8 The estimated extent of benzene and <br /> • MTBE in the shallow aquifer are presented in Figures 3 and 4, respectively <br /> No TPHg, benzene, or MTBE were detected in the deeper monitoring well MW9(B), although toluene <br /> G 1DaFa1GROUNDZEITULEBURG\Report QMRI1QM200E doe <br />
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