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ARCHIVED REPORTS XR0004679
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004679
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Last modified
5/7/2019 9:18:31 AM
Creation date
5/7/2019 8:37:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004679
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r <br /> r <br /> 10 February 1998 <br /> AGE-NC Project No 95-0144 <br /> Page 4 of 5 <br /> • Petroleum hydrocarbons were detected in soil samples collected beneath the former UST No <br /> ' 8 location at depths of 20 and 25 feet bsg Only traces of ethylbenzene and xylenes were <br /> detected in the soil sample collected at a depth of 40 feet bsg, directly beneath the former <br /> UST location <br /> • Only low concentrations of hydrocarbons were detected in the sample collected at a depth <br /> of 30 feet bsg in probing GP36, located northeast of the former UST location Petroleum <br /> hydrocarbons were not detected in the remaining samples collected from probing GP36 <br /> • Petroleum hydrocarbons were encountered in soil samples collected at depths as great as 60 <br /> ' feet bsg in probing GP37, located down-gradient of the former UST location <br /> • Sandy silt to sand was encountered from a depth of 15 feet to 35 feet bsg Clay was <br /> encountered from approximately 35 to 40 feet bsg This clay layer was encountered in <br /> numerous borings advanced at and near the site, and appears to be laterally continuous This r <br /> layer may act as a retarding boundary slowing the vertical migration of contaminants at the <br /> site <br /> • Petroleum hydrocarbons have previously been detected in MW-13 This monitoring well <br /> • may define the down gradient extent of impacted ground water from UST No 8 <br /> 50. RECOMMENDATIONS ' <br /> Based upon data collected from the site, AGE recommends the following <br /> • The lateral extent of the more highly impacted soil is limited to the former UST location <br /> Lower concentrations of impacted soil extend toward the north, under the building <br /> Excavation of impacted soil would greatly reduce the future migration of contaminants <br /> Excavation should be performed concurrent with activities at the former location of UST No <br /> 1 <br /> • Monitoring wells should be installed near the former location of UST No 8 to define and <br /> ' monitor the extent and concentrations of contaminants in ground water Wells should be <br /> installed at the former location of UST No 8 and down gradient These wells should be duel <br /> completed to monitor ground water below the confining layer at 40 feet bsg as well as first <br /> ground water One well should also be installed upgradient of the former UST location <br /> Monitoring well installation should be performed following excavation activities Proposed <br /> well locations are illustrated on Figure 2 <br /> i <br /> Advanced GeoEnN tronmentaf,Inc <br />
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