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ARCHIVED REPORTS XR0007824
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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640
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2900 - Site Mitigation Program
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PR0529779
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ARCHIVED REPORTS XR0007824
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Last modified
7/15/2019 7:43:42 PM
Creation date
7/15/2019 4:40:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007824
RECORD_ID
PR0529779
PE
2960
FACILITY_ID
FA0019644
FACILITY_NAME
FORMER GENE GABBARD INC
STREET_NUMBER
640
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906004
CURRENT_STATUS
01
SITE_LOCATION
640 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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'F �r <br /> Ms Lori Duncan <br /> a Page 2 of 3 <br /> Product thickness in the well over time, are included in Attachment A <br /> 2.2 Groundwater Monitoring <br /> Water level elevations were monitored in wells MW 1 through MW4 on March 3, 2003 The depth <br /> to water and depth to product in well MW3 were measured using an electronic water/hydrocarbon <br /> interface probe Depths to water in wells MWl, MW2, and MW4 were measured using an electronic <br /> water level indicator <br /> Groundwater elevations were calculated by subtracting the measured depth to groundwater in each <br /> well from the respective wellhead elevation The depth to groundwater in the wells on March 3, <br /> 2003 ranged from 24 36 to 25 10 feet below the tops of the well casings (btoc) The potentiometric <br /> surface rose an average of 0 50 feet since the last event Groundwater flowed in a northeasterly <br /> direction with a calculated gradient of 0 003 feet per foot (approximately 16 feet per mile) A <br /> potentiometric surface map for March 3, 2003 is shown on Figure 2 Groundwater monitoring data <br /> are summarized in Table 2 Monitoring data sheets are included in Attachment B <br /> 2.3 Groundwater Sampling <br /> Due to the presence of free product in well MW3, groundwater samples were only collected from <br /> wells MW1, MW2 and MW4 Prior to collecting samples, an experienced Ground Zero technician <br /> purged a minimum of three well casing volumes of water from each well using dedicated bailers <br /> During the purging process, the technician measured physical parameters of temperature, pH and <br /> electrical conductivity All downhole equipment was decontaminated between wells by washing with <br /> a solution of laboratory-grade detergent, and then double rinsing with clean rinse water <br /> i <br /> Groundwater samples were collected using dedicated, disposable bailers after the physical parameters <br /> had stabilized and water levels recovered to within 80% of their pre-purged levels The samples <br /> were placed into an ice chest refrigerated to approximately 4°C and transported to Argon <br /> Laboratories (ELAP #2359) under chain of custody protocol Well purge logs are included in <br /> Attachment B <br /> 3.0 GROUNDWATER ANALYTICAL RESULTS <br /> Groundwater samples were analyzed for VOCs, including oxygenated gasoline additives and lead <br /> scavengers, using EPA method 8260B No samples were collected from well MW3 due to the <br /> presence of free product <br /> No gasoline constituents (BTEX, oxygenated additives, or lead scavengers) were detected above <br /> method detection limits (MDLs) in groundwater samples collected from wells MW1, MW2, or <br /> MW4 <br /> Tetrachloroethene (PCE) was detected in wells MW1, MW2, and MW4 at concentrations of 21 <br /> parts per billion (ppb), 15 ppb, and 12 ppb, respectively Chloroform was detected in wells <br /> MW1, MW2, and MW4 at 2 8 ppb, 3 7 ppb, and 2 8 ppb, respectively No other VOCs were <br /> detected the wells Groundwater analytical results are summarized on Table 3 Attachment C <br /> GIGROUNDZEIGABBARDIreports1200311 QM2003 doc <br />
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