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ARCHIVED REPORTS_XR0004487
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004487
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Last modified
2/13/2020 7:06:43 PM
Creation date
2/13/2020 1:55:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004487
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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I <br />' "d 20062 Quarter Groundwater Report <br />' Frontier Transportation, Inc. <br /> August 2,2006 <br /> Page 3 <br /> 10' bgs in MW-15 using EPA Method 8260B No other oxygenates or lead scavengers were <br /> detected The maximum TPH-gas detected was 1 7 mg/kg at 10' bgs in MW-15 using EPA <br />' Method 8015M No detectable BTEX was identified in the soil column for MW-15 through <br /> MW-18 See Figure 2 for well locations <br />' In August 2005, BEA installed three shallow groundwater wells Momtoring wells MW- 6H-'D <br /> 19, MW-20 and MW-21 were advanced to 20' bgs and screened from 5' bgs to 20' bgs See St/ll 4zod/6 <br /> Figure 2 for well locations `'t-h jr <br /> 3.0) SITE GEOLOGY/HYDROGEOLOGY <br /> The site is located on the boundary of the Sacramento Valley and the San Joaquin Valley <br /> Y <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) BEII encountered predominantly clays with traces of interbedded sands from <br /> 0'to 25' bgs during well advancement in January of 1998 <br /> \mw4-jnw5') mwt,�yn <br /> First subsurface water was encountered at depths from 1-1'to.1-2'bgs during tank removal <br /> and monitoring well installation at this site in 1?�� an21296 Since then, first subsurface water <br /> has been encountered beneath the site between-6'-and tu'bgs The groundwater flow is generally S h v w <br /> a western direction beneath the site (See Figure 3, Groundwater Gradient MapJ Historic first Vo <br /> subsurface groundwater data identified a west or southwest flow beneath the site Groundwater <br /> was also encountered at approximately 35' bgs during installation of deep monitoring wells MW- <br /> 12 through MW-16 and MW-18 The potentiometric groundwater levels in these deep wells, <br /> however, were similar to the first subsurface water levels <br /> Hydrographs are presented as Figures 4 and 5 for shallow groundwater monitoring wells <br /> (up to 25-feet bgs) and deep groundwater monitoring wells (40-feet bgs) Groundwater levels <br /> beneath the site appear to be affected by seasonal recharge In general, the groundwater is at its <br /> yearly low in the winter and yearly high in the spring_ During the recent sampling event, <br /> groundwater depths were measured between 10 65' And 12 04' from the top of the casing <br />
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