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SITE INFORMATION AND CORRESPONDENCE FILE 2
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PR0544793
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SITE INFORMATION AND CORRESPONDENCE FILE 2
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Last modified
11/19/2024 10:19:51 AM
Creation date
9/3/2019 1:19:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 2
RECORD_ID
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Rationale for Continued Excavation <br /> Background <br /> Wright performed an investigation regarding contaminant extent and the search for <br /> potential additional contaminant sources in 2000 and 2001 prior to starting corrective <br /> action approved in the October 10, 2003 work plan. The primary historic source of <br /> petroleum fuel contaminants was the former on-site underground storage tanks near to <br /> and slightly south of Well MW-3. To date no data has been discovered that supported the <br /> possibility of additional sources. <br /> Additional soil and groundwater sampling was performed in June 2000 and June 2001 to <br /> address the extent of capillary fringe and dissolved groundwater contamination. This <br /> included borings located for determining the depth of contaminant penetration to depths <br /> of between about 25 and 30 feet. The boring locations presented in reports were located <br /> in the suspect areas mainly around MW-3 and MW-9. Chemical analysis data showed <br /> that some capillary fringe data indicated contaminant presence, and field soil vapor <br /> screening data did indicate some vadose-zone and capillary fringe contaminants in the 7 <br /> to 10 foot depth range (for example; push boring data for logs PB-15, PB-16, PB-17, PB- <br /> 18). Historic groundwater rise and fall in periodic groundwater monitoring affect <br /> capillary fluctuations of contaminant smear up an additional foot in the vadose zone, in <br /> our view. <br /> On the basis of these borings and the chemical analytical data collected from them, the <br /> interpreted area of potential contaminated soil estimate was projected at 300-Tons <br /> (188/cy) for the October 10, 2003 approved work plan. This cleanup was to primarily <br /> address on source removal with some limited groundwater extraction to attempt to <br /> "flush" mobile dissolved contaminants for removal. Some vadose contaminants were <br /> indicated by soil vapor data and by one soil sample. The extent of excavation is <br /> interpreted from the data, but the data itself is limited to the boring locations. <br /> Conclusions and Recommendations <br /> Current excavation has revealed additional discolored soil that contains at least some <br /> contaminant in the soil above and at the capillary fringe interval between MW-9 and <br /> MW-3. This area was not extensively sampled; however it was denoted as potentially <br /> contaminated in previous reports. Previous experience with soil excavations of similar <br /> types of contaminant problems indicates that the actual contaminant extent can be more <br /> widespread than interpreted from boring and sample analysis data. <br /> Wright calculated a minimum volume 300-Tons, (188/cy), on the basis of the quantitative <br /> chemical analysis data from the borings. While some additional contaminated soil was <br /> inferred from soil screening vapor data, soil vapor data is qualitative. The estimate of <br /> subsurface soil extent is variable and relies primarily upon boring location and the <br /> quantitative chemical analysis data collected. The estimated extent is interpreted using <br /> assumptions of extent and cannot be guaranteed given the actual limited data available. <br /> Page 2 <br />
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