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ARCHIVED REPORTS_XR0008899
Environmental Health - Public
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EHD Program Facility Records by Street Name
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V
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VAN BUREN
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424
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3500 - Local Oversight Program
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PR0545786
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ARCHIVED REPORTS_XR0008899
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Last modified
6/1/2020 2:36:43 PM
Creation date
6/1/2020 2:15:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008899
RECORD_ID
PR0545786
PE
3526
FACILITY_ID
FA0004969
FACILITY_NAME
CHASE CHEVROLET
STREET_NUMBER
424
Direction
N
STREET_NAME
VAN BUREN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
424 N VAN BUREN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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LSauers
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EHD - Public
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1 <br /> 30 May 2001 <br />' AGE-NC Project No 95-0143 <br /> Page 4of8 <br />' 27 LABORATORY ANALYSES OF SOIL SAMPLES <br /> Selected soil samples were analyzed for <br />' • TPH-g in accordance e with EPA Method 8015 Modified, <br />' • BTEX in accordance with EPA Method 8020, and <br /> • Fuel oxygenates and additives - MTBE, di-isopropyl ether(DIPE), ethyl tertiary butyl ether <br />' (ETBE), tertiary amyl methyl ether (TAME), tertiary butanol (TBA), ethylene dibrornide <br /> (EDB) and 1,2-dichloroethane(1,2-DCA) in accordance with EPA Method 8260-Modified <br />' 28 MONITORING WELL DEVELOPMENT ACTIVITIES <br />' On 26 March 2001, monitoring wells MW-22, MW-23 and MW-24 were developed utilizing a <br /> stainless steel hand bailer and a two-stage submersible pump <br /> Ground water was purged from each monitoring well until ground water was visually sediment free, <br /> approximately 20 to 24 gallons of water were removed from each well Purged ground water was <br /> containerized in properly labeled DOT-approved model 17H 55-gallon drums and was stored on-site <br /> in an area lacking public access Field sheets and data are included in Appendix A <br /> 29 SURVEYING <br /> I The casing elevation of each new ground water monitoring well installed during the March 2001 <br /> investigation was surveyed relative to MW-10 Personnel from AGE surveyed a reference point on <br /> the top of each ground water monitoring well casing to the nearest 0 01-foot relative to existing <br /> monitoring well MW-10 The results of the monitoring well survey are contained in Table 1 <br /> I3.0. FINDINGS <br /> Ground water elevation was calculated and flow direction was inferred from field data, the <br /> I hydrocarbon impact to ground water and soil was inferred from laboratory analysis of soil and <br /> ground water samples and field observations <br /> I <br /> Advanced GeoEnvironmentai,Inc <br />
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