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ARCHIVED REPORTS XR0000120
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3500 - Local Oversight Program
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PR0543371
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ARCHIVED REPORTS XR0000120
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Last modified
10/24/2018 12:56:26 AM
Creation date
10/23/2018 1:22:12 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000120
FileName_PostFix
XR0000120
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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Pore pressure dissipation tests performed in the May 1999 CPT borings also <br /> provide an indication of the groundwater bearing zone's hydraulic <br /> conductivity References included in Appendix C document the relationship <br /> between hydraulic conductivity and CPT data Pore pressure dissipation tests <br /> were performed in borings CPT-1, CPT-2 and CPT-3 for zones located below <br /> the groundwater table Hydraulic conductivities calculated from this CPT data <br /> (also shown in Appendix C) ranged from 1 04 x 10-5 cm/s to 4 15 x 10-6 em/s <br /> 22 Chemical Characteristics of Subsurface Soil <br /> During the April 1987 UST removals, impacted soil was overexcavated to a <br /> depth of 28 feet Approximately 450 cubic yards of soil, including some 120 <br /> cubic yards that was noted to be impacted with gasoline, was removed <br /> Subsequent drilling, sampling and analysis performed at this site indicates that <br /> the mass of remaining petroleum impact in soil is relatively limited It appears <br /> d4 a� <br /> that the overexcavatiori performed in 1987 removed most of the impacted soil J%, <br /> in the vicinity of the USTs -N, i 04—r—, 4%,I1 <br /> As shown in Table 3, there are relatively few soil samples that contained <br /> detectable concentrations of TPH-G or BTEX compounds Several of these <br /> soil samples were collected at depths below the groundwater table, which <br /> were likely cross-contaminated by impacted groundwater at that depth and <br /> location The deepest soil sample with measurable petroleum impact was -- BPZ�'l u/aS <br /> collected at 55 feet from the MW-1 boring location This indicates that thecvk- <br /> vertical extent of petroleum hydrocarbon impact is less than 60 feet Geologic <br /> ✓r�tt��c ,x ��, � �� cross sections, shown in Figure 4 and Figure 5, also illustrate petroleum _-rte,i,,,w4d <br /> hydrocarbon concentrations in soil samples 1 p,,,o��KO,, <br /> VM <br /> 23 Chemical Characteristics of Groundwater 6) 02 <br /> Assessment of petroleum hydrocarbon impact in groundwater has been <br /> performed at this site since July 1987 Historielgroundwater monitoring <br /> indicates that initial decreases of petroleum hydrocarbon concentrations likely <br /> occurred due to natural degradation <br /> Recent groundwater monitoring indicates that PSC's remedial efforts are <br /> having a substantial affect on further reducing petroleum hydrocarbon <br /> concentrations Benzene concentrations in groundwater samples collected <br /> I from well MW-1, located near the source, have ranged from a high of 6,800 <br /> micrograms per liter (µg/L) in July 1987 to non detect in November 2002 (see <br /> Table 4 and associated graphs) Total petroleum hydrocarbons as gasoline <br /> (TPH-G) concentrations in samples from MW-1 have ranged from a high of <br />� EO <br /> Remedial Action Completion Report <br /> The Earthgralns Company i acihty <br /> 2651 South Airport Way <br /> Stockton California <br /> Prepared for 1 Ht FARTHCRArNS COMPANY Prepared by Philip Services Corp <br /> H IENV16246p1,25121382CG15tackton\StocktonlRemed+alComplettonRepondoc April 14 2003 <br />
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