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ARCHIVED REPORTS_XR0009595
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009595
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Last modified
5/4/2020 3:18:55 PM
Creation date
5/4/2020 2:40:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009595
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
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Additional Soil and Groundwater Investigation Report <br /> Canepa's Car Wash(Park Street) <br />' May 8,2002 <br /> Page 6 <br /> 5 0 SLMMARY/DISCUSSION OF RESULTS <br /> Condor conducted soil and groundwater investigation activities at the site from March 25, 2002 through <br />' March 28, 2002 The investigation activities included the installation of two CPT borings (CPTI, near the <br /> former USTs and CPT2, down-gradient of the former USTs, near MW-5) to prepare geological logs in <br /> those locations One soil boring (SBI) was installed near the former USTs to collect soil samples ranging <br />' in depth from 66 to 82 feet bgs The purpose of SBI was to evaluate the vertical extent of soil <br /> contamination in the vicinity of the former USTs Three hydropunch borings (HPI through HP3) were <br /> installed near CPTi to collect three groundwater samples (one per boring) from depths ranging from 79 <br /> to 123 feet bgs to correspond with permeable horizons identified in CPTI Three hydropunch borings <br /> (HP4 through HP6)were installed near CPT2 to collect three groundwater samples (one per boring) from <br /> depths ranging from 74 to 107 feet bgs to correspond with permeable horizons identified in CPT2 The <br /> purpose of HP 1 through HP6 was to investigate the vertical extent of groundwater contamination at the <br /> site and to evaluate if lithologic composition was limiting the vertical extent of groundwater <br /> contamination Twelve hydropunch borings (HP7 through HP18) were installed to collect twelve shallow <br /> groundwater samples (one per boring) for the purpose of evaluating the lateral extent of shallow <br /> groundwater contamination Three hydropunch borings (HP19 through HP21) were installed to collect <br /> three groundwater samples (one per boring) from a horizon below the shallowest groundwater bearing <br /> horizon (approximately 46 to 50 feet bgs) to begin evaluation of the vertical extent of the groundwater <br />' contamination down-gradient of the site <br /> The SBI soil samples were collected from saturated horizons well below the current water table The <br />' laboratory analytical results of the soil samples collected from SBI indicate that relatively elevated <br /> concentrations of gasoline constituents are present down to the deepest sample collected (approximately <br /> 82 feet bgs) The lowest concentrations of gasoline constituents were detected in the sample collected at <br />' 82 feet bgs, indicating the potential for some attenuation of concentrations beginning at that depth MTBE <br /> was not detected at or above the laboratory reported detection limit in any of the soil samples from SBI <br /> The groundwater sample collected from HPI at a similar depth as the soil samples (79 to 83 feet bgs) <br /> contained a TPH-G concentration one to two orders of magnitude lower than the concentrations present <br /> in the soil samples This indicates that the gasoline is partitioning into the groundwater phase with some <br /> difficulty, probably as a result of the relatively fine-grained soil texture <br />' The laboratory analytical results of the groundwater samples collected from HPI through HP6 indicate <br /> that relatively elevated concentrations of gasoline constituents are present at depths well below the water <br />' table in the locations of the CPTI and CPT2 (near the former USTs and down-gradient of the former <br /> USTs, respectively) The results associated with CPTI indicate an increasing trend of contaminant <br /> concentration with depth with benzene concentrations from 65 µg/L at 79 to 83 feet bgs, to 1,900 µg/L in <br />' the deepest sample at 119 to 123 feet bgs As opposed to CPT], the results associated with CPT2 indicate <br /> a trend of decreasing groundwater contaminant concentration with depth, with a benzene concentration of <br /> 17,000 µg/l, at 74 to 78 feet bgs and 150 µg/L at the refusal depth of 107 feet bgs The results of the <br />' deepest groundwater samples collected from the hydropunch borings associated with the CPT borings <br /> indicate that the vertical extent of petroleum hydrocarbon contamination has not yet been fully <br /> characterized No soil horizon was encountered during the investigation that apparently has substantially <br />' impeded the vertical movement of gasoline contamination <br /> The results of the groundwater samples collected from HP8, HP9, HP10 and HP11 indicate that the <br /> shallow groundwater northeast of the site is not impacted by gasoline constituents at or above the <br />' laboratory reported detection limits The results of the groundwater samples collected from HP12 <br />' CONDOR <br />
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