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ARCHIVED REPORTS_XR0002600
EnvironmentalHealth
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1112
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3500 - Local Oversight Program
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PR0545263
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ARCHIVED REPORTS_XR0002600
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Last modified
2/3/2020 7:09:54 PM
Creation date
2/3/2020 10:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002600
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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(VYATC <br /> ASSOCIATES10 I MC <br /> 2.2 Soil Sample Analysis <br /> Selected soil samples were kept on ice and delivered under chain-of-custody documentation to <br /> State-certified Argon Laboratories Inc (ELAP Cert No 2359) in Ceres, California for chemical <br /> analysis Selected soil samples were analyzed by Argon Laboratories for TPHg by EPA method <br /> 8015 modified, BTEX by EPA method 8020, methyl tertiary butyl ether (MTBE), tertiary amyl <br /> methyl ether (TAME), tertiary butyl ether (TBA), ethyl tertiary butyl ether (ETBE), di-isopropyl <br /> ether (RIPE), 1,2-dichloroethane (1,2-DCA), and ethyl dibromide (EDB) by EPA method 8260, <br /> and total lead The analytical results for soil samples are summarized in Table 3 Laboratory data <br /> sheets and chain-of-custody documentation are included in Appendix C <br /> 2.3 Groundwater Monitoring Well Construction <br /> Sod borings MW4, N1W5, MW6, and MW7 were completed as groundwater monitoring wells to <br /> assess the lateral extent of hydrocarbon impacted groundwater beneath the site and to provide <br /> additional measurement points for the determination of groundwater flow direction and hydraulic <br /> gradient The wells were surveyed by Condor Earth Technologies <br /> Each well was constructed with 2-inch PVC casing to depths of approximately 55 feet bgs The <br /> screened interval of each well was positioned from approximately 35 feet above to 55 feet below <br /> ground surface (bgs) to allow for seasonal water level fluctuations The screen slot size is 0 020- <br /> inch and the wells were surge blocked to ensure an adequate sand pack was in place Well <br /> construction details are depicted on the boring/well logs contained in Appendix B <br /> 24 Monitoring Well Development <br /> Groundwater monitoring wells MW4, MW5, MW6, and MW7 were developed on December 10, <br /> 2003 Each well was purged until the extracted water was relatively sediment free Development <br /> logs are included in Appendix D Purgewater was temporarily stored on site in 55-gallon drums <br /> 25 Groundwater Sampling and Analysis <br /> On July 17, 2003, one groundwater sample was collected from CPT1 from a depth of 78-80 feet <br /> bgs The groundwater sample was placed on ice and delivered under chain-of custocTy�� <br /> documentation to Argon Laboratories for chemical analysis The groundwater sample was <br /> analyzed for TPHg by EPA method 8015 modified, BTEX by EPA method 8021B, and MTBE, <br /> TAME, TBA, ETRE, DIPE, 1,2-DCA, and EDB by EPA method 8260B The analytical results <br /> for groundwater samples are summarized in Table 2 Laboratory data sheets and chain-of- <br /> custody documentation are included in Appendix C <br /> On December 1, 2003, a groundwater sample was collected from soil boring SB8 The <br /> groundwater sample was placed on ice and delivered under chain-of-custody documentation to <br /> Argon Laboratories for chemical analysis The groundwater sample was analyzed for TPHg by <br /> S IEnviromenL-i11224931REPORTSLsum3u doe 4 <br />
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