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ARCHIVED REPORTS XR0009035
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544434
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ARCHIVED REPORTS XR0009035
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Last modified
5/8/2019 10:02:19 AM
Creation date
5/8/2019 9:54:19 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009035
RECORD_ID
PR0544434
PE
3528
FACILITY_ID
FA0003769
FACILITY_NAME
TERESI TRUCKING LLC
STREET_NUMBER
900
Direction
E
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905026
CURRENT_STATUS
02
SITE_LOCATION
900 1/2 E VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• 0 <br /> the past or that lighter hydrocarbons(gasoline)were not released <br /> 4) The source of the diesel contamination is uncertain The dispenser and its assocaitated piping <br /> could be the source However, the high diesel concentration in groundwater from the abandoned <br /> domestic well and its limited extent in both the soil and groundwater suggest that diesel may have been <br /> disposed of in this well at some tune in the past and leaked through the broken casing into the <br /> surrounding soil The absence of any detectable contaminants in TT-3 and the eastward groundwater <br /> gradient make it unlikely that the contamination came from an off-site source to the north <br /> 5) Methyl tertiary butyl ether (MTBE) is not present in the soul or groundwater at this site We <br /> recommend that MTBE be deleted from the analytical protocol in future sampling events <br /> 6) In our opinion, San Joaquin County PHS/EHD erred when it directed that excavation be <br /> terminated at 25 feet on December 11 If excavation had continued, the lower limit of residual soul <br /> contamination would have been reached within a few feet Now that the dispenser excavation has been <br /> backfilled, removal of the residual soil contamination would require re-excavation of the clean backfill <br /> Prior to taking this step, the cost-effectiveness of removing the remaining 275 cubic yards of soil_ <br /> should be weighed against the potential risk for finiher groundwater contamination <br /> 7) Although the domestic well could be used for groundwater gradient mapping as well as for <br /> sampling or removing contaminated groundwater, we recommend destroying it now before the new <br /> fueling facility and canopy are constructed Once the canopy is in place, it will impede drill ng access <br /> to the well and make its destruction difficult <br /> 8) At the present time, residually contaminated soil is limited to a zone a few feet thick beneath <br /> the dispenser island If the soul that is presently stockpiled south of the tank excavation were used to <br /> backfill that excavation, a much larger area of residual contamination would result Hence, we do not <br /> recommend using the contammated stockpile as backfill for the excavation This soul should either be <br /> hauled to a Class II disposal fatIty or moved to a convenient on-site location where it could be <br /> bioremediated <br /> 9) The site should be placed on a schedule of periodic groundwater monitoring to firmly establish <br /> the prevailing groundwater gradient and to determine whether contaminant concentrations are stable <br /> We recommend a quarterly monitoring schedule for a period of one year; the next event should take <br /> place in May Groundwater samples should be collected from all four wells and analyzed for TPH-g, <br /> TPH-d, and BTEX <br /> 10) Contamination at this site appears to pose a low risk to public health The evidence indicates <br /> that carcinogenic, volatile hydrocarbons are not present, contaminants have not migrated a significant <br /> distance from the the former fueling facility, groundwater does not appear to flow toward a highly <br /> populated area, and surrounding land use is primarily commercial We recommend that a domestic well <br /> survey be done to insure that public drinking water supplies are not threatened, but further assessment <br /> is not warranted at this time <br /> i <br />
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