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2900 - Site Mitigation Program
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PR0541913
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Last modified
2/13/2020 7:07:47 PM
Creation date
2/13/2020 11:53:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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ifig <br /> Work Plan <br /> Frontier Transportation <br /> =1 1099466 <br /> ! ;) October 27, 1999 <br /> In January of 1998, BEII advanced four (4) groundwater monitoring wells (MW4 <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 from 5 ' bg to 25 ' bg. <br /> Groundwater samples were subsequently collected. Results are tabulated in Table 1 . <br /> 3.0) SITE GEOLOGY/HYDROGEOLOGY <br /> The site is located on the boundary of the Sacramento Valley and the San Joaquin Valley <br /> l within the west-central portion of the Great Valley Geomorphic province of California. The <br /> I Great Valley has been filled with a sequence of older to younger alluvium of Pliocene to Holocene <br /> age which overlay sedimentary rocks of Cretaceous to Tertiary age. These sedimentary units, in <br /> turn, overlay a crystalline basement of Paleozoic and Mesozoic metamorphic and igneous rocks. <br /> The shallow subsurface geology in the site vicinity is a heterogeneous mix of gravel, sand, silt, and <br /> clay (Reference; Site Characterization Report, Twining Laboratories, October 16, 1996). BEII <br /> encountered clay and a heterogeneous mix of clay from 0' to 25' bg in January of 1998. <br /> -J First subsurface water was encountered at depths from 11 ' to 12' bg during tank removal <br /> and monitoring well installation at this site in 1995 and 1996 . Since then, shallow subsurface <br /> water has been encountered between 6' and 10' bg. Data collected in July of 1999 identified the <br /> l flow of groundwater in a generally western direction beneath the site (See Figure 3 , Groundwater <br /> Gradient Map), <br /> 4.0) GROUNDWATER SAMPLE RESULTS <br /> Groundwater collected from all monitoring wells identified a maximum dissolved TPH-m <br /> I concentration of only 260 µg/L using EPA method 8015 since initially tested. Dissolved TPH-d <br /> - I concentrations have attenuated to 260 µg/L from a maximum of 1 , 800 µg/L as TPH-d exclusively <br /> identified in April 1997 using EPA method 8015 . In addition, laboratory analytical results from <br /> j groundwater samples collected in MW-4, MW-5, MW-6, and MW-7 identified no detectable <br /> dissolved concentrations of TPH-g above 110 µg/L since initially tested using EPA method 8015 <br /> _. modified. Groundwater collected from monitoring wells MW- 1 , MW-2, and MW-3 identified <br /> i_ <br /> attenuation in TPH-g concentrations since initially tested. TPH-g concentrations in MW- 1 <br /> decrease from 1 , 800 µg/L in August 1996 to 75 µg2 in July 1999. Monitoring wells MW-2 and <br /> MW-3 also identified decreases in TPH-g concentrations from 850 µg/L in August 1996 to non- <br /> detect in July 1999 and from 8,000 µg/L in August 1996 to 100 µg(L in July 1999, respectively. <br /> Please see Figure 4, for recent TPH-g isoconcentration map. <br /> No detectable concentrations of BTEX were identified in groundwater samples collected <br /> 2 <br /> i- <br />
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