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ARCHIVED REPORTS XR0001089
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001089
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Entry Properties
Last modified
3/5/2019 8:08:47 PM
Creation date
3/5/2019 3:59:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001089
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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r <br /> • i 11 November 2004-~ <br /> ` <br /> AGE-NC Project No- 02-0962 <br /> Page 2 of 14 <br /> I 11 <br /> a defined but are believed to be metamorphic and igneous in origin - F <br /> 1 i} <br /> r The Modesto, Riverbank and Turlock Lake Formations and overlying Recent alluvium are the <br /> Y' 2' principal sources of domestic ground water in'the 13,500-square mile San Joaquin Valley Ground' <br />' Water Basin(Basin 5-22) The estimated depth to ground water at the site is approximately 20 to 25 <br /> feet below surface grade(bsg)based on information from quarterly monitoring events performed by <br />' AGE at the adjacent Nomellini Construction Company, the ground water elevation is estimated at <br /> approximately 15 to 20 feet below mean sea level(MSL) Ground water flows generally toward the <br /> nbrth'to northeast, however, this may vary due to local recharge and discharge patterns <br /> 1 r <br /> '- 2 2 FUEL-DISPENSING SYSTEM UPGRADE <br /> In February 2003, as part of afuel-dispensing system upgrade, the UST sumps, fuel dispensers and <br /> associated piping were excavated by the Filmer Construction Company, excavated soil was <br />' stockpiled on site for evaluation prior to transport to Forward Landfill for disposal During the <br /> excavation, soil samples were collected by an AGE representative from the floor of the piping <br /> . excavation, the fuel dispenser excavation and soil stockpiles for analysis The laboratory analysis <br />' reported total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d), <br /> benzene, toluene, ethylbenzene, and xylenes (BTEX), and the fuel additive methyl tert butyl ether <br /> (MTBE) from the areas of the former piping and fuel dispensers Analytical results are summarized <br /> iii Table 1, Figure 2 depicts the approximate location of the sample collection points <br /> 1 2f3 PREVIOUS SITE ASSESSMENTS " <br /> On 30 and 31 October 2003, seven soil probe borings (B I though 137)were advanced at the site A <br />' total of 19 soil samples from the seven soil borings were analyzed for petroleum hydrocarbon <br /> products TPH-g and TPH-d were detected in soil samples collected from borings B3 at 10 feet bsg <br />' (133-10) and 15 feet bsg(B3-15) and boring B7 at 30 feet bsg(B7-30), at maximum concentrations <br /> of 47 milligrams per kilogram (mg/kg)TPH-g and 110 mg/kg TPH-d, in sample B3-15 Laboratory <br /> chromatograms show the TPH-g concentrations were detected within the diesel-range spectrum, <br /> 1 indicating that the TPH-g may actually be degraded diesel fuel MTBE and xylenes were detected <br /> in the soil sample collected from boring B3 at,15 feet bsg,at concentrations of 0 045 mg/kg and Q 10 <br /> mg/kg, respectively <br /> 1r1 ! <br /> Grab ground water samples collected from six of seven soil borings were analyzed for petroleum <br /> hydrocarbon products TPH-g and TPH-d were detected in,ground water samples collected from <br />' borings B2 and B4, at maximum concentrations of 190,000 micrograms per liter (µg/l) TPH-g and <br /> 2,200,000µg/1 TPH-din boring B4 Laboratory chromatograms show the TPH-g concentrations were <br />' Advanced GeoEnvironmental,Inc <br /> ~ 5 w <br />
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