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2900 - Site Mitigation Program
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PR0523785
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/28/2019 4:59:09 PM
Creation date
5/28/2019 4:55:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0523785
PE
2965
FACILITY_ID
FA0016022
FACILITY_NAME
CHEROKEE FREIGHT LINES
STREET_NUMBER
5463
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
952151120
APN
08712143
CURRENT_STATUS
01
SITE_LOCATION
5463 E CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Mr. James Brathovde <br /> April 30, 1990 <br /> Page 2 <br /> 10 feet, and 12 to 13 feet. A liquid sample was also obtained from a depth of 8 feet. The <br /> soil samples had total lead levels ranging from 9 to 1,200 mg/kg. Only the 1,200 mg/kg <br /> found in the sample from 8 feet at location S-5 exceeded the Total Threshold Limit <br /> Concentration (TIM) of 1,000 mg/kg established for lead. Soluble lead levels in the <br /> samples ranged from nondetectable (ND) to 14 mg/L, with four of the samples exceeding <br /> the STLC value of 5.0 mg/L. The liquid sample contained 0.067 mg/L soluble lead and <br /> had nondetectable levels of halogenated volatile organics as measured by EPA Method <br /> 601. <br /> Two additional soil samples were obtained in June 1989 by Mr. Robert Niblack of the <br /> CVRWQCB. One of these samples was taken from the northeast section of the excavation <br /> from a depth of approximately 6 feet and was described as to be stained with oil. The <br /> other sample was taken from the ground surface where it had dropped during excavation <br /> and was described as oily sludge. These samples were analyzed for total and soluble levels <br /> of the California Assessment Manual (CAM) 17 metals. The analytical results for the 6- <br /> foot soil sample showed metal concentrations exceeding the STLC or TTLC values. The <br /> results from the sludge sample indicated total and soluble levels of zinc to be 10,000 mg/kg <br /> and 300 mg/L, respectively. These levels exceed the zinc TTLC value of 5,000 mg/kg and <br /> the STLC value of 250 mg/L. No other metal was detected in the sample at levels greater <br /> than its TTLC or STLC. <br /> In April 1989, Mr. Niblack also took a ground-water sample from a surface valve of a 178- <br /> foot deep, 18-inch diameter water supply well on the site within several feet of the <br /> impoundment area. The ground-water level in this well is reported to be 67 feet. <br /> Construction details of the well, such as the screened interval, are unknown. The ground- <br /> water sample was analyzed for Halogenated Volatile Organics using EPA Method 601, <br /> Aromatic Volatile Organics using EPA Method 602, and Semivolatile Organics using EPA <br /> Method 625.—None of these constituents were detected at levels above reporting limits. <br /> The sample was also analyzed for CAM metals. Three metals were found in the sample <br /> above reporting limits: barium at 130 ug/L, chromium at 9 ug/L, and vanadium at 30 ug/L. <br /> Mr. Niblack concluded that these analytical results do not indicate that the water in this <br /> well has been adversely impacted by hazardous materials from the nearby surface <br /> impoundment. <br /> Kleinfelder submitted a work plan on August 30, 1989 to the CVRWQCB for the <br /> characterization of the stockpiled soil but the work was never accomplished. The stockpiled <br /> soil and open excavation of approximately 150 feet by 100 feet by 10 feet deep are still on <br /> site. <br /> ESE was retained by Delta Truck Sales in April 1990 to develop a work plan and <br /> implement activities to further characterize the site. <br />
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