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ARCHIVED REPORTS XR0011142
EnvironmentalHealth
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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011142
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Entry Properties
Last modified
3/4/2019 9:37:47 PM
Creation date
3/4/2019 4:37:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011142
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> 19 June 2001 <br /> AGE-NC Project No 97-0326 <br />' Page 6 of 7 <br /> 4.0. SUMMARY AND CONCLUSIONS <br />' The implications of the February 2001 CPT investigation results are as follows <br />' The more permeable lithology encountered during the CPT investigation consists of laterally <br /> discontinuous lenses of fine to coarse sand at depths between 19 and 24 feet bsg and at <br /> approximately 34 feet bsg in the western portion of the site, a continuous sand layer at a depth <br />' between78 and 80 feet bsg, and silty to gravelly sand in CPT-03 at a depth of 110 feet bsg Variable <br /> lithology including silty fine sand and sandy silt was encountered at a depth between 14 to 19 feet <br />' bsg overlying the sand lenge in the western portion of the site Less-permeable fine grained lithology <br /> (clay, silty clay and clayey silt) characterizes the remaining subsurface sediment <br />' AGE interprets the CPT data to identify four hydrostratigraphic units(HSUs)at the site The second <br /> and fourth HSUs are sandy and potentially high permeability flow units with significant lateral <br /> continuity The first and third HSUs are fine grained intervals, possibly leaky confining layers, <br />' through which the contaminates of interest can apparently migrate <br /> TPH-g and various BTEX compounds were detected in all HSUs,laterallythe highest concentrations <br /> were centered around the tank-pit area (CPT-01) in HSU-2 and HSU-3, but TPH-g, benzene and <br /> ethylbenzene concentrations were slightly higher off-site at CPT-03 m HSU-1 compared to CPT-01 <br /> In addition, three other analytes (isopropylbenzene, n-propyl benzene and 1,1,2-trichloroethane) <br />' detected in HSU-1,which were common to on-site and off-site CPT locations,were present at higher <br /> concentrations in the off-site CPT location No lateral trend could be determined for HSU-4,where <br /> only one ground water sample was collected <br />' The vertical concentration profiles of TPH-g and BTEX compounds on-site in the HSUs generally <br /> exhibited decreasing concentrations with increasing depth, within HSU-1 the off-site CPT-03 <br />' location had contamination levels that increased by an order of magnitude between the top of HSU-1 <br /> (110 µg/1 TPH-g)to near the base(4,900 µg/1 TPH-g) of HSU-1 In HSU-3, low concentrations of <br />' petroleum hydrocarbon compounds were still detectable in the ground water sample from CPT-01, <br /> but none were detected in samples from the other CPT locations However,increased concentrations <br /> of TPH-g and BTEX compounds were detected again in the underlying HSU-4 at off-site CPT-03, <br /> 1 suggesting that the contaminants may have migrated through the less impermeable layer between <br /> approximately 60 to 100 feet bsg (lower portion of HSU-1 and HSU-2 and HSU-3) or might have <br /> originated from an unidentified off-site source <br /> Advanced GeoEnvlronmental,Inc <br />
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