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ARCHIVED REPORTS_QUARTERLY REPORT - THIRD QUARTER 2003
Environmental Health - Public
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ARCHIVED REPORTS_QUARTERLY REPORT - THIRD QUARTER 2003
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Last modified
12/19/2019 4:42:52 PM
Creation date
12/19/2019 4:31:45 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
QUARTERLY REPORT - THIRD QUARTER 2003
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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EHD - Public
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' December 2000 -Additional Site Assessment <br /> • <br /> In order to define the lateral and vertical extent of soil contamination and determine if ground water <br /> had been impacted by the unauthorized release(s)of solvents,AGE advanced four CPT soil borings <br /> P30 to P33 to depths ranging from 80 to 100 feet below surface grade(bsg)in December 2000;grab <br /> ' water and soil samples were collected from selected depths. - <br /> Based on the CPT data, generally, fine grained soil was penetrated in the soil borings, however <br /> ' several sand intervals were locally encountered in two of the four CPT borings. Sand was <br /> encountered at depths between 25 and 30 feet bsg in CPT P30 and at depths of 30 and 35 feet bsg <br /> in CPT P31. Sand and gravel were encountered at a depth of 30 feet bsg. Sand, locally cemented or <br /> ' consolidated,was encountered at a depth of 80 feet bsg in three CPT soil boring,P30,P32 and P33. <br /> The deeper sand unit encountered in borings P32 and P33 was well indurated and caused CPT-data <br /> probing refusal at the two referenced locations. Variable lithology including silty sand, silt and <br /> ' clayey silt to silty clay was encountered over most other depths. <br /> Based on the data from CPT soil borings P30 through P33, supplemented with subsequent soil <br /> borings MW-1 through MW-6, stratigraphic cross section A-A' was constructed,which depicts the <br /> general lithology north to south across the suspected release area. (Figure 3). <br /> Fourteen soil samples collected from the CPT soil borings were analyzed for TPH-g,TPH-d,BTEX, <br /> and fuel additives including MTBE and VOCs.TPH-g,TPH-d and TPH-ss were detected in the soil <br /> ' samples from CPT P32 as follows: <br /> • TPH-ss and TPH-g were detected at concentrations as high as 2,300 milligram per kilogram <br /> (mg/kg) in soil sample P32-60, TPH-d was detected in the same sample at a concentration <br /> ' of 1,300 mg/kg. <br /> • TPH-g and TPH-ss were both detected in soil sample P32-70 at a concentration of 1,800 <br /> ' mg/kg, TPH-d was detected, in the same sample, at a concentration of 2,000 mg/kg. <br /> • TPH-g and TPH-ss were detected in soil sample P32-78 at concentrations of 41 and <br /> ' 72 mg/kg, respectively. TPH-d was not detected in the same sample. <br /> • Toluene,ethylbenzene and xylene were detected,in the above samples,at concentrations as <br /> high as 2.6 mg/kg. <br /> ' 0 The volatile organic compound methanol was detected in one soil sample, P32-60, at a <br /> concentration of 310,000 micrograms per kilogram (µg/kg). <br /> ' a Oxygenated fuel additives were not detected in the soil samples analyzed. <br /> A total of five "grab" ground water samples were collected from CPT P30 through P33 and <br /> submitted for laboratory analysis for the above mentioned constituents. <br /> • TPH-g and TPH-ss were detected in the grab water sample collected from boring P32 at 60 <br /> feet bsg, at concentrations of 120,000 micrograms per liter(µg/1). TPH-g and TPH-ss were <br /> • <br /> ' Advanced GeoEnvironmental,Inc. <br />
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