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ARCHIVED REPORTS_XR0002594
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545263
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ARCHIVED REPORTS_XR0002594
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Last modified
2/3/2020 6:57:03 PM
Creation date
2/3/2020 10:51:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002594
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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EHD - Public
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Q <br /> ATC Associates Inc <br /> • `�// 1117 Lone Palin Avenue, Suite B <br /> Modesto, California 95351 <br /> 209-579-2221 <br /> Fax 209-579-2225 <br /> A s s o c I n T e s 1 N c <br /> In April 1999, at the request of Public Health Services/Environmental Health Division (PHS/EHD) of <br /> San Joaquin County, ATC completed a receptor survey for the subject property ATC reviewed <br /> PHS/EHD groundwater well construction logs, Department of Water Resources (DWR) groundwater <br /> well construction logs, and conducted a site walk in the vicinity of the site to identify any <br /> groundwater wells located within a 2,000-foot radius of the site This survey revealed 14 wells <br /> located within approximately 2,000 feet of the site The closest of these wells is located <br /> approximately 800 feet upgradient of the project site The receptor survey findings are summarized in <br /> ATC's Well Survey for Andrew and Edith Trust, for the Property at 1112 East Harding Way, <br /> Stockton, California, dated April 9, 1999 <br /> On April 11, 2000, a single soil boring (SB7) was advanced to approximately 65 feet bgs to evaluate <br /> whether groundwater had been impacted at the subject site Groundwater was initially encountered at <br /> approximately 45 feet bgs and a sample was subsequently collected from the soil boring using a <br /> Hydropunch® groundwater-sampling tool In order to evaluate the vertical extent of contamination in <br /> the most cost-effective manner, the soil boring was further advanced to a total completion depth of <br /> 66 5 ft bgs where field observations suggested the vertical extent of the petroleum hydrocarbons had <br /> been realized Analytical results and field observations indicated that soil and groundwater beneath <br /> the location of the former USTs were impacted by residual petroleum hydrocarbon constituents The <br /> vertical extent of impacted soil and groundwater appeared to be assessed However, the lateral extent <br /> of petroleum hydrocarbon constituents at or near the groundwater interface was not completely <br /> assessed Additional work to further characterize the extent of contamination was requested by the <br /> PHS/EHD in correspondence dated September 20, 2000 <br /> On November 15 and 16, 2001, an ATC geologist supervised the advancement of three soil borings <br /> to approximately 54 to 55 feet bgs These borings were then completed as groundwater monitoring <br /> wells MW1, MW2, and MW3 The soil sample collected from boring MM2 at a depth of 35 5 feet <br /> bgs contained the highest concentrations of TPHg, ethyl benzene, and xylenes The soil samples <br /> collected from boring MW2 at depths of 30 feet bgs and 55 feet bgs contained only trace <br /> concentrations of TPHg, ethyl benzene, and/or xylenes The soil samples collected from borings <br /> MW 1 and MW3 at depths of 35 feet bgs contained trace concentrations of xylenes and TPHg, <br /> respectively The samples collected from borings MWl and MW3 at depths of 40 feet bgs did not <br /> contain detectable concentrations of TPHg or BTEX Methyl tertiary butyl ether (MTBE), t-amyl <br /> methyl ether (TAME), t-butanol (TBA), ethyl t-butyl ether (ETBE), dt-isopropyl ether (DIPE), 1,2- <br /> dichloroethane (1,2-DCA), or 1,2-dibromoethane (EDB) were not detected in any soil samples <br /> collected from borings MWl, MW2, and MW3, though the detection limits were elevated in the <br /> MW2 sample from 35 5 feet bgs due to the high concentrations of TPHg noted previously <br /> In July and December 2003, ATC conducted additional subsurface investigation activities at the site <br /> that included cone penetration testing, advancing a soil boring (SB8), and installation of monitoring <br /> wells MW4 through MW7 Petroleum hydrocarbons were detected in soil samples collected from the <br /> boreholes of MW5 and MW6, and in the groundwater samples collected from MW4 through MW-7 <br />• <br /> s Ienv1ronmenWM493UtepoM\4QR-05 doc 2 <br />
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