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ARCHIVED REPORTS_MONITORING WELL INSTALLATION REPORT - SITE ASSESSMENT WORK PLAN
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ARCHIVED REPORTS_MONITORING WELL INSTALLATION REPORT - SITE ASSESSMENT WORK PLAN
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Last modified
12/19/2019 4:41:53 PM
Creation date
12/19/2019 4:28:54 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
MONITORING WELL INSTALLATION REPORT - SITE ASSESSMENT WORK PLAN
RECORD_ID
PR0507398
PE
2950
FACILITY_ID
FA0007748
FACILITY_NAME
CFN CARDLOCK FACILITY
STREET_NUMBER
2211
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11707050
CURRENT_STATUS
02
SITE_LOCATION
2211 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Historical Background: River er City Petroleum and Connell Motor Lift Truck <br /> ' Page 5of13 <br /> • A total of ten ground water observation wells have been installed and monitored as part of <br /> ' the UST site investigation.The lateral extent of the dissolved hydrocarbons has been defined <br /> to the east and south by the well network. <br /> PREVIOUS SITE ASSESSMENT <br /> In November 1998, AGE conducted a site visit/reconnaissance of the property as part of a Phase I <br /> site assessment for a potential property transfer/assessment; there were no regulatory directives in <br /> ' effect for the property at that time.AGE identified several general areas of potential environmental <br /> concern, which included a motor oil storage or waste oil transfer area indicated by the previously <br /> mentioned above-ground storage tank and two circular depressions on the western edge of the <br /> ' building on the site. <br /> The subsequent site-investigation activities included soil borings in 1999, cone penetrometer tests <br /> (CPTs) in 2000, ground water monitoring well installations in 2001 and vapor well installation in <br /> ' March 2004. <br /> • February and August 1999 -Phase VII and Preliminary Site Assessment <br /> On 03 February and 27 and 28 August 1999, AGE advanced 30 soil borings (P1 through P29 and <br /> M 1), and collected one `grab' ground water sample at the site to assess for petroleum hydrocarbons <br /> in the subsurface. <br /> ' • Total petroleum hydrocarbons as gasoline and stoddard solvent (TPH-g and TPH-ss) and <br /> various aromatic hydrocarbon compounds were detected in soil samples collected from an <br /> ' area along the western edge of the former lift truck building on the site(P14,P24,P25 and <br /> P27);however,each detection of TPH-g was qualified with a notation that the pattern did not <br /> appear to be gasoline, but TPH-ss. TPH-ss was detected in the area of P14 at depths of 10 <br /> feet to 65 feet bsg at concentrations as high as 8,000 mg/kg; analyzed soil samples collected <br /> from depths of 20 feet to 55 feet bsg also contained elevated concentrations of TPH-ss,with <br /> significant concentrations detected at 45 feet and 55 feet bsg. TPH was detected in soil <br /> ' underlying the western area of the former lift truck building at depths of 10 feet to 65 feet bsg <br /> and at concentrations up to 6,300 mg/kg. Aromatic hydrocarbon compounds were detected <br /> at depths of 25 feet to 55 feet bsg at concentrations as high as 44 mg/kg(P 14,P24,P25 and <br /> ' P27); however, benzene was not detected in any of the soil samples analyzed. <br /> • Chlorinated volatile organic compounds (generally VOCs), specifically tetrachloroethene <br /> (PCE), were detected in three soil samples collected from between 45 feet to 55 feet bsg. <br /> • PCE was detected at a maximum concentration of 68 micrograms per kilogram (gg/kg) in <br /> soil samples collected from depths of 45 feet to 55 feet bsg. 1,2-DCE was detected in soil <br /> Advanced GeoEnvironmental,Inc. <br />
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