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ARCHIVED REPORTS XR0001048
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001048
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Last modified
3/5/2019 8:39:19 PM
Creation date
3/5/2019 3:55:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001048
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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' L <br /> f S S <br /> I <br /> I <br />' 18 November 2005 <br /> • AGE-NC Project No 02-0962 �° I <br />' Page 5 of 7 <br /> TPH-g was detected in-the soil samples collected from boring MW-4 at 15 feet'bsg (MW4-15)and <br />' at 35 feet bsg (MW4-35) at concentrations of 46 milligrams per kilogram (mg/kg) and 230 mg/kg, <br /> respectively, TPH-g also was detected in soil samples MW6-30 and MW6-35 at concentrations of <br /> 34 mg/kg and 38 mg/kg,respectively <br />� I <br /> TPH-d was detected in soil samples MW4-15, MW4-20, MW4-35, MW6-30, and MW6-35 at a <br /> maximum concentration of 2,600 mg/kg in sample MW4-15 <br /> a <br /> MTBE was detected in samples MW4-20 and MW4-25 at concentrations of 0 016 mg/kg and <br />' 0 017 mg/kg, respectively <br /> I, <br /> No additional analytes were detected at,or above laboratory detection limits in the soil samples <br />' analyzed Figures 6,7,and 8 illustrate the vertical extent of adsorbed petroleum hydrocarbons at the <br /> site Analytical results of soil samples are summarized in Table 2 The laboratory report (CTEL <br /> Project No CT214-0508008), quality assurance and quality control (QA/QC)reports, and chain of <br />' custody forms are included in Appendix G <br /> � I <br /> 3 3 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The elevation of ground water in each of the monitoring wells was calculated by subtracting the <br /> depths to ground water from the surveyed relative casing elevations (Table 1) Depths to ground <br /> water ranged from 19 63 feet (MW-1) to 19 88 feet (MW-2) below the tops of the well casings <br /> Ground water elevation at the site averaged approximately 7 79 feet below MSL, indicating a <br /> decrease in ground water elevation of 146 feet since the last ground water monitoring event in <br /> May 2005 1 ' <br /> During the September 2005 ground water monitoring event,ground water was inferred to be flowing <br /> radially outward from a ground)water ridge centered over well MW-6 under a uniform hydrauhc <br />' gradient of approximately 0 001 foot/foot '(ft/ft) During this monitoring event, ground water <br /> elevations were within the screened intervals of the wells, indicating that the wells are properly <br /> screened to yield samples representative,of shallow ground water conditions Figure 9 illustrates the _ T <br />' contoured ground water elevation as measured on 01 September 2005 <br /> I <br />' 34 ANALYTICAL RESULTS OF GROUND WATER SAMPLES " <br /> TPH-g and' MTBE were detected in the ground water sample collected from well MW-4 at equivalent concentrations of 120 micrograms per liter (µg/1) <br /> 1 <br /> I <br /> Advanced GeoEnviroarncntal,Inc I <br /> I 1 <br /> I , <br /> 1 <br />
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