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ARCHIVED REPORTS XR0001091
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PR0544230
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ARCHIVED REPORTS XR0001091
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Last modified
3/5/2019 8:42:39 PM
Creation date
3/5/2019 3:59:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001091
RECORD_ID
PR0544230
PE
3528
FACILITY_ID
FA0003829
FACILITY_NAME
VANCO TRUCK-AUTO PLAZA
STREET_NUMBER
1033
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323041
CURRENT_STATUS
02
SITE_LOCATION
1033 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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_ f <br /> 30 March 2004 <br /> AGE-NC Project No 02-0962 <br />' Page 6 of 7 <br />' Site assessment activities to date defined two areas where soil is Impacted by concentrations of <br /> petroleum hydrocarbons The highest petroleum-hydrocarbon concentrations, up to 110 mg/kg <br /> _ TPH-d,were detected adjacent to the former pipping sample location P 13 Petroleum hydrocarbons, <br /> I up to 110 mg/kg, were detected at 15 feet bsg in soil probe boring B3 (Figure 2) Petroleum <br /> hydrocarbons were also detected In soil samples collected from boring B7 at 30 feet bsg at <br /> concentrations of 12 mg/kg, adjacent to pipping sample P7 <br /> ISite assessment activities to date defined an area where ground water is impacted by high <br /> concentrations of petroleum hydrocarbons The highest petroleum-hydrocarbon concentrations, up <br /> I to 2,200,000 gg/l TPH-d,were detected in grab groundwater samples adjacent to the former pipping <br /> sample location P13 Petroleum hydrocarbons, up to 190,000 gg/l, were detected in grab ground <br /> water samples just north of dispenser DI(Figure 2) MTBE was detected In minor concentrationsjust <br /> north of dispenser sample D7 <br /> Based on AGE's Interpretation of the available data,the initial release(s)of petroleum hydrocarbons <br /> occurred from the former dispensers and associated pipping prior to their removal in 2003 Once <br /> released to the subsurface, the contaminants migrated through the clayey silt material to a vertical <br />' depth of approximately 20 feet bsg, at which point the contaminants encountered very permeable <br /> silty sand to fine grained,sand (Unit 2) and began to migrate laterally, lateral migration was <br /> dominantly towards the north to northeast, in the direction of ground water flow <br /> 6.0 SUMMARY AND CONCLUSIONS <br /> IBased on the data collected from the site in this, AGE finds <br /> • Clay and silt occurred under most of the site, with the exception of an apparently laterally <br /> continuous sand unit at between 25 feet and 30 feet bsg Ground water occurred at <br /> approximately 20 and 25 feet bsg during the October 2003 boring event <br />' • Significant concentrations of both TPH-g/d were detected in grab ground water samples <br /> collected In the northern dispenser area`The lateral extent of TPH-g/d contamination Is not <br /> yet defined to the north and west of the release The vertical extent of TPH-g/d contamination <br /> Is not yet defined MTBE was only detected in minor concentrations In groundwater samples <br /> collected from boring B5 <br /> • Concentrations of TPH-g/d were detected In soif samples collected from borings B3 and B7 <br /> The lateral extent of TPH-g/d contamination In soil Is defined In all directions with the <br /> exception of the area south of boring B7 The vertical extent of TPH-g/d contamination is <br /> Inot yet determined In any direction <br /> Advanced GeoEnvi ron mental,Inc <br />
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