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ARCHIVED REPORTS_XR0008719
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0537118
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ARCHIVED REPORTS_XR0008719
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Last modified
7/7/2020 9:49:42 AM
Creation date
7/7/2020 9:33:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008719
RECORD_ID
PR0537118
PE
2957
FACILITY_ID
FA0021303
FACILITY_NAME
WATERLOO FOOD & FUEL
STREET_NUMBER
3032
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
3032 WATERLOO RD
QC Status
Approved
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EHD - Public
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10 August 2005 <br /> S AGE-NC Project No 99-0559 <br /> Page 3 of 8 <br /> E taken to ensure that visible air bubbles were not present in the vials after filling and capping Ground <br /> water sample containers were properly labeled, placed in a chilled container and transported under <br /> chain of custody protocol to Cal Tech Environmental Laboratories (CTEL), a State of California <br /> Department of Health Services-certified laboratory, for analysis The ground water samples were <br /> analyzed for the following <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified, and <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX) and the fuel additives tertiary butanol <br /> (TBA), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), tertiary-amyl methyl <br /> ether (TAME), methyl tertiary-butyl ether (MTBE), 1,2-dlbromoethane (EDB) and <br /> 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B <br /> 3.0. FINDINGS <br /> Ground water elevations were determined by subtracting the measured depths to ground water from <br /> the surveyed casing elevations Ground water flow directions were determined by contounng the <br /> water elevations on a scaled site plan Contaminant impact to ground water was assessed by <br /> laboratory analysis <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each monitoring well at the time of the monitoring event was <br /> calculated by subtracting the depth to ground water from the surveyed casing elevation, current and <br /> historical ground water elevation results are provided In Table 1 Each ground water elevation is <br /> grouped according to the HU on the assumption that the elevation will reflect hydrostatic conditions <br /> within the designated HUs <br /> HU1 and HU2 <br /> The depth to ground water in monitoring wells MW-1 through MW-4 and the depth to ground water <br /> measured in wells MW-5A through MW-7A ranged between 53 61 and 55 28 feet below the top of <br /> casing(btoc) The ground water elevation was calculated between 28 47 feet(MW-2)and 30 18 feet <br /> I (MW-3) below mean sea level (MSL), the ground water elevation increased an average of 9 5 feet <br /> since the December 2004 monitoring event The top of the ground water table remained within the <br /> screened interval of these wells At the time of the March 2005 monitoring event,ground water flow <br /> Advanced GeoEnvironmental,Inc <br />
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