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ARCHIVED REPORTS_XR0003923
Environmental Health - Public
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ARCHIVED REPORTS_XR0003923
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Last modified
3/5/2020 5:52:05 PM
Creation date
3/5/2020 4:55:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003923
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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THIRD QUARTER, 1998 <br /> GROUNDWATER MONITORING REPORT <br /> USA STATION#65-LODI <br /> AUGUST, 1998 <br /> 2.3 Local Hydrogeology <br /> Groundwater elevations in S-1 and S-2 were approximately 1-foot below MSL when the wells <br /> were drilled in 1987. By September, 1991, the water level elevations had dropped to <br /> approximately 13-feet below MSL. Groundwater elevations have since recovered to 1987 levels <br /> or higher. The direction of groundwater flow and magnitude of the hydraulic gradient across the <br /> site have remained relatively consistent, flowing southerly at a gradient between 0.002 and 0.004- <br /> feet/feet(ft/ft). Water level records are summarized in Table 1. <br /> 2.4 Summary of Previous Investigations <br /> A limited site investigation completed in March, 1987 detected petroleum hydrocarbon <br /> compounds in the soil and groundwater beneath the site. The investigation included the drilling <br /> and sampling of four soil borings, two of which were completed as groundwater monitoring wells <br /> (S-1 and S-2). <br /> In August, 1987, Applied Geosystems installed three additional groundwater monitoring wells <br /> (MW-1, MW-2 and MW-3). USA requested that Applied Geosystems complete four additional <br /> monitoring wells(MW-4, MW-5, MW-6, and MW-7) in the downgradient direction to further <br /> define the lateral extent of the impacted groundwater. Applied Geosystems then prepared a <br /> Problem Assessment Report (PAR) after completing monitoring wells MW-6 and MW-7. The <br /> PAR concluded that petroleum hydrocarbon impacted water had migrated beyond the-property <br /> boundaries, and that the groundwater in the upper aquifer, above 42-feet below ground surface <br /> (bgs), was not in hydraulic continuity with the deeper aquifers. It was their opinion that further <br /> delineation of the impacted soil and water was not required. - - <br /> On February 8, 1993, Western Geo-Engineers (WEGE) completed monitoring well MW-8 to a <br /> depth of approximately 60-feet bgs. The well is approximately 8-feet downgradient and southeast <br /> of the tank field. <br /> On March 14, 1995, WEGE completed a one day vapor extraction treatability test, using <br /> monitoring wells MW4, MW8, S-1 and S-2. Test results are summarized in the WEGE report <br /> ----"Results of Pilot'Test for Vapor Extraction , dated April 17, 1995. <br /> USA retained The Park Corporation(Park)to prepare a Remedial Action Plan (RAP). The <br /> rationale and design of the necessary environmental remediation and sampling activities at the site <br /> were-presented in-Park's November-, 1995-RAP-and in a-February28, 1996 letter'to the-County. <br /> In July- 1997, GHH was retained to provide environmental monitoring and remediation at the <br /> subject site. On October 6, and 7, I997, USA removed and replaced the three existing UST's and <br /> product distribution plumbing. USA also removed approximately 500 cubic yards of <br /> hydrocarbon impacted soil during the excavation and retrofit activities. <br /> 2 Y <br />
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