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WORK PLANS 2002 - 2013
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3535
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3500 - Local Oversight Program
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PR0544497
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WORK PLANS 2002 - 2013
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Last modified
5/28/2019 2:46:35 PM
Creation date
5/28/2019 2:36:58 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
2002 - 2013
RECORD_ID
PR0544497
PE
3528
FACILITY_ID
FA0003687
FACILITY_NAME
OLD TRUCK STOP, THE
STREET_NUMBER
3535
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13206009
CURRENT_STATUS
02
SITE_LOCATION
3535 CHEROKEE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Site Background Information: Cherokee Truck Stop <br /> AGE-NC Project No. 97-0312 <br /> Page 9 of 11 <br /> geologic cross sections B-B', D-D', E-E' and G-G' were previously illustrated. <br /> Since initiation of ground water monitoring by AGE in March 2001, depth to ground water <br /> measurements have fluctuated between approximately 54 feet and 73 feet below the tops of the well <br /> casings. The inferred ground water flow direction beneath the site has generally been toward the <br /> northeast at gradients ranging between 0.0001 ft/ft and 0.007 ft/ft. Graphs illustrating depth to <br /> ground water and ground water elevation trends were included. <br /> MIGRATION OF PETROLEUM RELEASE <br /> Release(s) of petroleum hydrocarbons occurred from the former on-site USTs, including USTs <br /> Nos. 1 through 5,located along the northern edge of the site,UST No.6,located at the eastern edge <br /> of the site, and two waste oil USTs located in the southwest comer of the site (Figure 2). The <br /> majority of the UST release occurred from dispenser line leaks, based on sampling from the UST <br /> removal. During UST and product piping removal activities conducted in September 1997,it was <br /> noted that USTs Nos. 1 through 5 appeared to be in good condition;however, a hole was observed <br /> on the bottom of UST No. 6, beneath the fill port. Obvious field indications of hydrocarbon- <br /> impacted soil were observed immediately surrounding the USTs and product piping. TPH-g and <br /> TPH-d were detected at concentrations as high as 520 mg/kg and 32,000 mg/kg,respectively,in a <br /> sample collected approximately 2 feet below the east end of UST No.3 and at concentrations of <br /> 1,000 mg/kg and 11,000 mg/kg, respectively, in a sample collected at approximately 17 feet bsg, <br /> below the UST No. 6 excavation. TPH-g and TPH-d were detected in piping/dispenser samples at <br /> concentrations as high as 1,200 mg/kg and 16,000 mg/kg, respectively; BTEX constituents were <br /> detected at concentrations as high as 60 mg/kg(xylenes). <br /> Once released to the subsurface,the contaminants migrated through the fine-grained silty material <br /> below the UST areas,to a vertical depth of approximately 20 to 30 feet bsg at the northeastern UST <br /> location (UST Nos. 1 through 5), and as much as 70 to 75 feet bsg west of the former UST No. 6 <br /> location.Contamination in the area of former UST Nos. 1 through 5 does not appear to extend below <br /> 40 feet bsg;petroleum hydrocarbons were not detected in soil samples collected below 30 feet bsg <br /> from soil boring B 14. West of the former UST No. 6 area,vertical migration of TPH-g and BTEX <br /> contaminants appears to extend to depths as great as approximately 70 feet to 75 feet bsg. In a soil <br /> sample collected from boring MW-1 at 70 feet bsg, TPH-g and TPH-d were detected at <br /> concentrations of 5.3 mg/kg and 80 mg/kg, respectively; however, no petroleum hydrocarbon <br /> constituents were detected in a sample collected at 85 feet bsg from the same boring.Low detections <br /> of TPH-g and BTEX were reported in soil samples collected from boring MW-9 at depths of 90 feet <br /> and 100 feet bsg;however, no petroleum hydrocarbon contamination has been reported in ground <br /> water samples collected from the well to date. <br /> Advanced GeoEnvironmental,Inc. <br />
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