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ARCHIVED REPORTS_XR0002593
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545263
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ARCHIVED REPORTS_XR0002593
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Last modified
2/3/2020 6:57:26 PM
Creation date
2/3/2020 10:51:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002593
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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I s <br /> +s <br /> w <br /> •�x <br /> (0 064 mg/kg) and xylenes (0 012 mg/kg) were detected at approximately 30 feet bgs in one <br /> boring, the maximum depth explored Attempts were made to further advance the Geoprobe unit <br /> in several of the borings, however probe refusal was encountered at depths ranging from <br /> approximately 16 to 30 feet bgs due to the hardness of the formation The results of the <br /> subsurface investigation were summarized in Smith Technology's Summary Report, Subsurface <br /> Investigation, dated December 22, 1997 <br /> In April 1999, at the request of PHS/EHD, ATC completed a receptor survey for the subject <br /> property ATC reviewed PHS/EHDI groundwater well"c'onstruction logs, Department of Water <br /> Resources (DWR) groundwater well construction logs, and conducted a site walk in the vicinity <br /> of the site to identify any groundwater wells located within a 2,000-foot radius of the site This <br /> survey revealed fourteen wells located within approximately 2,000 feet of the site -The closest of <br /> these wells is located approximately 800 feet upgradient of the project site The receptor survey <br /> findings are summarized in ATC's Well Survey for Andrew and Edith Trust,for the Pioperty at <br /> 1112 East Harding Way, Stockton, California, dated Apn19, 1999 <br /> On April 11, 2000, a single soil boring (SB7) was advanced to approximately 65 ft bgs to <br /> evaluate whether groundwater had been impacted at the subject site Groundwater was initially <br /> encountered at approximately 45 feet bgs and a sample was subsequently collected from the soil <br /> boring using a Hydropunch0 groundwater-sampling tool In order to determine~the vertical <br /> extent of contamination in the most cost-effective manner, the soil boring was further advanced <br /> to a total completion depth of 66 5 ft bgs where field observations suggested the vertical extent <br /> of the petroleum hydrocarbons had been realized Analytical results and field obser,,ations <br /> indicated that soil and groundwater beneath the location of the former USTs were impacted by <br /> residual--petroleum—hydrocarbon--constituents The vertical_extent_of—unpacted_sod—and <br /> groundwater appeared to be defined However, the lateral extent of petroleum hydrocarbon <br /> constituents at or near the groundwater interface was undefined Additional work to further <br /> characterize the extent of contamination was been requested PHS/EHD in correspondence dated <br /> September 20, 2000 <br /> 1 <br /> On November 15 and 16, 2001, ars ATC geologist supervised the advancement of three soil <br /> borings to approximately 54 to 55 feet bgs Soil borings were then completed as groundwater <br /> monitoring wells MWI, MW2, and MW3 The soil sample collected from boring MW2 at a <br /> depth of 35 5 feet bgs contained the highest concentrations of TPHg, ethyl benzene, and xylenes <br /> The soil samples coflected from boring MW2 at depths of 30 feet bgs and 55 feet bgs contained <br /> only trace concentrations of TPHg, ethyl benzene, and/or xylenes The soil samples collected <br /> from borings MW 1 and MW3 at depths of 35 feet bgs contained trace concentrations of xylenes <br /> and TPHg, respectively The samples collected from borings MWI and MW3 at depths of 40 <br /> feet bgs did not contain detectable concentrations of TPHg or BTEX MTBE, t-amyl methyl <br /> ether (TAME), t-butanol (TBA), ethyl t-butyl ether (ETBE), di-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 MWI, 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 /> S IEnviromcnta11224931reportslSUMrV doe 2 <br />
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