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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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3.3 Physical Characteristics of Saturated Zone <br /> Groundwater at this site generally does not occur in clean, well-sorted sands <br /> 1 Rather, groundwater is more likely found within the finer grained silty and <br /> clayey sediments, which are relatively less permeable than sand As shown in <br /> Table 3 and Table 4, recent depths to groundwater average about 45 feet <br /> below ground surface The lowest depth to groundwater, observed during <br /> PSC's historic site monitoring, was about 60 feet in December 1992 EHD <br /> suggests that the groundwater table may have been at a depth of about 80 feet <br /> in 1978 <br /> Groundwater has consistently been evaluated to flow in a northeasterly <br /> direction of approximately N70E across the site As shown in Figure 5, <br /> groundwater flowed in this general direction (on June 21, 2004) at a gradient <br /> Iof about 3 1 x 10-3 feet per linear foot, typical of historic trends <br /> In 1994, PSC submitted the 55-feet depth soil sample from boring MW-11 for <br />' hydraulic conductivity analysis The hydraulic conductivity for the MW-11 <br /> sample was measured at 3 2 x 10-5 centimeters per second (cm/s), which is <br /> typical for a silty/clayey strata Pore pressure dissipation tests performed in <br /> the May 1999 CPT borings also provided an indication of hydraulic <br /> conductivity within the groundwater-beating zone These CPT-evaluated <br /> hydraulic conductivities ranged from 1 04 x 10-5 cm/s to 4 15 x 10-6 cm/s <br /> 3.4 Chemical Characteristics of Saturated Zone <br />' Assessment of petroleum hydrocarbon impact in groundwater has been <br /> performed at this site since July 1987 Historic groundwater 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 haslffad <br /> an affect on further reducing petroleum hydrocarbon concentrations Benzene <br /> concentrations in groundwater samples collected from well MW-1, located <br /> 1 near the source, have ranged from a high of 6,800 micrograms per liter (ug/L) <br /> in July 1987 to non detect in November 2002 (see Table 5 and associated <br /> graphs) TPH-G concentrations in samples from MW-1 have ranged from a <br /> high of 196,000 µg/L in April 1993 to a low of 110 pg/L measured in <br /> November 2002 Current petroleum hydrocarbon concentrations (from <br /> groundwater samples collected in June 2004) are further discussed in Section <br /> 3 4 1 of this report <br /> Oxygenate compounds MTBE, ETBE and TAME have historically not been <br /> detected in site groundwater samples (see Table 6) MTBE was detected in <br /> 12 <br />' June 2004 Site investigation Report <br /> The Earthgrams Company Facility <br /> 2651 South Airport Way-Stockton,California <br /> Prepared for SARA LEE BnKpvc GRO[Sp Prepared by Philip Services Corp <br /> H\'V162400132Nl21382EG4StncktonUvne 2004Inveetigatton Report doe August 9,2004 <br />
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