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ARCHIVED REPORTS XR0009025
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0009025
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Last modified
5/7/2019 4:58:12 PM
Creation date
5/7/2019 4:50:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009025
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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C A M B R I A <br /> P-1, and P-2 at concentrations ranging from 460 to 120,000 ppb TBA was detected in wells <br /> MWA through MW-4, P-1, and P-2 at concentrations ranging from 860 to 33,000 ppb TAME <br /> was also detected in piezometer P-1 at 310 ppb No other fuel oxygenates were detected in <br /> groundwater samples collected from the wells TPHg and BTEX were not detected in any of the <br /> site wells, although some reporting limits were elevated <br /> AQUIFER PUMP TEST <br /> The pnmary objective of the extended aquifer pump test was to implement interim remediation <br /> of groundwater beneath the site and to assess the hydraulic properties of the aquifer <br /> Personnel Present. Cambria staff scientist Kevin Dolan conducted the field activities, working <br /> under the supervision of Project Engineer Dan Lescure <br /> Protocol. On October 21, 2002, Cambria conducted a step discharge test on well MW-4 A <br /> constant rate pump test on this same well was initiated on this day following the step discharge <br /> test Groundwater was extracted using a two-inch diameter Grundfos electric submersible pump <br /> • The pump was set approximately six inches above the bottom of the well The extracted <br /> groundwater was temporarily stored in an on-site storage tank, and transported via vacuum truck <br /> to the Shell refinery in Martinez, California for recycling after completion of the constant rate <br /> test <br /> The following parameters were monitored during each test duration, flow rate, volume, <br /> drawdown, and recharge A totalizing flow meter was used to monitor the flow rate and number <br /> of gallons pumped during the tests Pressure head measurements were collected from well <br /> MW-4, and piezometers P-1 and P-2 using MimTrollrM pressure transducers Water levels were <br /> also checked manually with an electronic water level indicator from these wells and other wells <br /> i <br /> Samples were collected periodically from the extracted groundwater stream during the test and <br /> retained in vials containing hydrochloric acid preservative with no head space These samples <br /> were labeled, entered onto a chain-of-custody record, and placed into a cooler with ice for <br /> transport to a state of California certified laboratory for analyses The samples were analyzed for <br /> TPHg, BTEX, and MTBE by EPA Method 8260B <br /> Step Discharge Test Results: The first step was performed at an extraction rate of <br /> approximately 0 5 gallons per minute (gpm) This pumping rate was maintained for 78 minutes <br /> • until the water table stabilized at 53 55 feet below grade (fbg) A second step was performed at <br /> 0955 4 <br />
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