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ARCHIVED REPORTS XR0000027
Environmental Health - Public
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3500 - Local Oversight Program
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PR0543371
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ARCHIVED REPORTS XR0000027
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Last modified
10/24/2018 12:17:40 AM
Creation date
10/23/2018 1:06:57 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000027
FileName_PostFix
XR0000027
RECORD_ID
PR0543371
PE
3528
FACILITY_ID
FA0006174
FACILITY_NAME
Best Express Foods Inc.
STREET_NUMBER
2651
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16912003
CURRENT_STATUS
02
SITE_LOCATION
2651 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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3 INVESTIGATION FINDINGS <br /> 1 <br /> Findings from PSC,s June 2004 subsurface site investigation are contained in the <br /> following sections These findings include descriptions of physical and chemical soil <br /> characteristics and groundwater conditions <br /> 3.1 Physical Characteristics of Vadose Zone <br /> The stratigraphic log obtained at the CPT-A location illustrates that much of <br /> ' the subsurface soil through the vadose zone is comprised of fine-grained silt <br /> or clay Soil samples collected from the borings were typically described by <br /> PSC's geologist as having a USCS classification of ML or CL These fine- <br /> grained soils were observed throughout the vadose zone to be predominately <br /> brown, relatively non-plastic and firm The CPT log displays primarily clayey <br /> ' or silty strata down to 100 feet with occasionally Interspersed stiff fine- <br /> grained materials that may be sandier in nature, however, PSC did not observe <br /> discrete sand lenses In any of the recent soil samples collected within the top <br /> 35 feet at the site The soil profile illustrated In the CPT-A log was similar to <br /> the profiles displayed in Iogs provided for borings CPT-1, CPT-2 and CPT-3, <br /> which were generated during the May 1999 site investigation Logs for the <br /> 1999 CPT borings are contained In Appendix A of this report <br /> 3.2 Chemical Characteristics of Vadose Zone <br />' As shown In Table 1, soil samples collected from the vadose zone following <br /> the removal of the UST's and prior to this most recent site investigation <br /> jtypically contained non-detectable petroleum concentrations TPH-G was only <br /> detected to two (30 and 35-feet samples from MW-2) of the seventeen <br /> samples collected from this interval Toluene was detected in Just qtr S T <br /> samples Benzene and xylene compounds were never measured at detectable? S <br /> levels This da suggests that much of the impacted soil may have been <br /> excavated during the 1987 removal of the former USTs <br /> As shown in Table 2, there were no detectable petroleum concentrations <br /> measured in any of the fifteen soil samples collected during the June 2004 <br /> investigation This data indicates that what residual petroleum hydrocarbon <br /> impact remained after the 1987 excavation was sufficiently addressed by the <br /> soil vapor extraction system that operated at the site and that the mass of <br /> impact in the vadose zone is negligable Vadose zone soil samples are <br /> illustrated in Figure 4 Laboratory analytical reports are contained In <br /> Appendix B <br /> 11 <br /> June 2004 Site Investigation Report <br /> The Earthgralns Company Facility <br /> 2651 South Airport Way-Stockton,California <br /> Prepared for SARA LEE BAKING GROUP Prepared by Philip Services Corp <br /> H VXV162400132U2I362EG4StocktonVF c 2004 fnvesugatnn Report doc August 9,2004 <br />
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