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ARCHIVED REPORTS_XR0003907
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545420
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ARCHIVED REPORTS_XR0003907
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Last modified
3/5/2020 5:35:34 PM
Creation date
3/5/2020 4:49:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003907
RECORD_ID
PR0545420
PE
3528
FACILITY_ID
FA0003815
FACILITY_NAME
TESORO (SPEEDWAY) 68154
STREET_NUMBER
2500
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
02740006
CURRENT_STATUS
02
SITE_LOCATION
2500 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SECOND QUARTER 1996 <br /> . QUARTERLY MONITORING REPORT <br />' USA PETROLEUM STATION #65- LODI <br /> MAY, 1996 <br />' 2.1.2 Local Hydrogeology <br /> Groundwater elevation in S 1 and S2 were approximately 1-foot below MSL when they were <br />' drilled in 1987 The groundwater elevations at the site ranged between 5 and 6-feet below MSL <br /> from January 20, to April 18, 1989 By September, 1991 the water level elevation had dropped <br /> to approximately 13-feet below MSL Since 1991 the water level has fluctuated between 10 to <br />' 13-feet below MSL The direction of groundwater flow and magnitude of the hydraulic gradient <br /> across the site have remained relatively consistent flowing southerly Historically the magnitude <br /> of the gradient has been between 0 002 and 0 003-feet/feet (ft/ft) A summary of water level <br /> records are presented in Table 2 <br /> 2.2 Summary of Previous Investigations <br /> Results of a limited site investigation completed in March 1987 detected petroleum hydrocarbon <br /> on <br /> compounds in the soil and groundwater beneath the site The investigation included drilling and <br /> sampling of four soil borings two of which were completed as groundwater wells(S-1 and S-2) <br /> In August, 1987, Applied Geosystems completed the installation of three additional groundwater <br /> monitoring wells (MW-1, MW-2 and MW-3) To further define the lateral extent of the impacted <br /> groundwater, USA requested that Applied Geosystems complete four additional monitoring wells <br /> in the downgradient direction (MW-4, MW-5, MW-6, and MW-7) <br /> Applied Geosystems prepared a Problem Assessment Report (PAR) after completion of <br /> monitoring wells MW-6 and MW-7 The PAR concluded that petroleum hydrocarbon impacted <br /> water had nugrated beyond the property boundaries, and it was their opinion that the <br /> groundwater in the upper aquifer, above 42-feet was not penetrating the deeper aquifers It was <br /> also their opinion that further delineation of the impacted soil and water was not required at that <br /> time <br />' On February 8, 1993, monitoring well MW-8 was completed to a depth of approximately 60-feet <br /> below ground surface(bgs) by Western Geo-Engineers(WEGE) The well is downgradient from <br /> the suspected source and approximately 8-feet southeast of the tank field This well has <br />' consistently contained total petroleum hydrocarbon (TPH), benzene, toluene, ethylbenzene and <br /> xylenes (BTEX) compounds <br /> On March 14, 1995, WEGE completed a one day vapor extraction treatability test The test was <br /> performed on monitoring wells MW-4, S-1, S-2, and MW-8 Test results are summarized in the <br /> WEGE report Results of Pilot Test for Vapor Extraction, dated April 17, 1995 <br /> 1 <br /> 2 <br />
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