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ARCHIVED REPORTS_XR0004471
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004471
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Last modified
2/13/2020 5:12:49 PM
Creation date
2/13/2020 1:41:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004471
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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' 20033 rd Quarter Groundwater Report <br /> • Frontier Transportation <br />' November 14, 2003 <br /> Page 2 <br />' through MW-7) to assess the extent of subsurface contamination beneath the site (See Figure 2, <br /> Site Layout Map) Soil samples were collected every five feet Laboratory analysis of soil <br /> samples identified no detectable concentrations of TPH-g, BTEX, or MTBE Groundwater <br />' samples were subsequently collected and results are tabulated in Table 1 <br /> In January 2000, BEH advanced two borings (B-5 and B-6), installed four additional <br />' groundwater monitoring wells (MW-8 through MW-11), and collected nine soil vapor samples <br /> for a soil vapor survey as part of an additional site assessment (See Figure 2, Site Layout Map for <br /> well locations)—Soil sample analysis identified no detectable concentrations of petroleum <br />' hydrocarbons with the exception of boring B-6 Maximum contaminant levels in B-6 were <br /> identified 100 mg/kg as TPH-g, 2,343 µg/kg as BTEX, and 10,600 µg/kg as MTBE at 10' bg-- <br /> Maximum soil vapor concentrations were identified at sample point V5 at 4' bg Groundwater <br />' samples were subsequently collected from all monitoring wells Results are tabulated in Table 1 <br /> In May 2002, BEII installed two additional groundwater monitoring wells (MW-12 and <br />' MW-13) screened from 30' bg to 40' bg Soil sample results identified maximum TPH-g, <br /> BTEX, and MTBE concentrations of 700 mg/kg, 115,000 µg/kg, and 25,000 µg/kg in soil <br /> collected from MW-13 at 10' bg Soil concentrations attenuate by 99% at 15' bg No detectable <br /> 10 TPH-g, BTEX, and MTBE were identified in MW-12 Also, monitonng well MW-3 was <br /> abandoned prior to excavation and removal of 325 tons of impacted soil and replaced by MW- <br /> 3R <br /> 3.0) SITE GEOLOGY/HYDROGEOLOGY <br />' The site is Iocated on the boundary of the Sacramento Valley and the San Joaquin Valley <br /> within the west-central portion of the Great Valley Geomorphic province of California The <br />' Great Valley has been filled with a sequence of older to younger alluvium of Pliocene to <br /> Holocene age which overlay sedimentary rocks of Cretaceous to Tertiary age These sedimentary <br /> units, in turn, overlay a crystalline basement of Paleozoic and Mesozoic metamorphic and <br />' igneous rocks The shallow subsurface geology in the site vicinity is a heterogeneous mix of <br /> gravel, sand, silt, and clay(Reference Site Characterization Report, Twining Laboratories, <br /> October 16, 1996) BER encountered predominantly clays with traces of interbedded sands from <br />' 0' to 25' bg during well advancement in January of 1998 — <br /> �' 3 <br /> First subsurface water was encountered at depths from.1-f' toO bg during tank removal �Z j L-o 3 <br />' and monitoring well installation at this site in 1995 and 1996 Since then, shallow subsurface <br /> water has been encountered beneath the site between 6' and 10' bg Data collected in October of <br /> 2003 identified the flow of groundwater in a generally western direction beneath the site (See <br />' Figure 3, Groundwater Gradient Map) Monitoring well MW-3R was installed within the <br /> 01 <br />
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