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a2004 3`d Quarter Groundwater Report <br /> Frontier Transportation <br /> January 10,2005 <br /> Page 1 <br /> 1.0) INTRODUCTION <br /> Blakely Environmental Investigations, Inc (BEI) was contracted by Frontier <br />' Transportation, Inc. to report the 2004 third quarter groundwater monitoring results at the <br /> Frontier Transport facility, 425 Larch Road, Tracy, California(See Figure 1, Site Location Map) <br />' The 2004 third quarter groundwater monitoring episode was performed on September 30, 2004 <br /> by Del-Tech Geotechnical Support Services The San Joaquin County Public Health Services, <br /> Environmental Health Division(PHS/EHD), Carrol Oz, Senior REHS requested quarterly <br />' groundwater morutoring on September 8, 1999. <br /> 2.0) SITE LOCATION AND HISTORY <br />' The site is located in Tracy, California at 425 Larch Road in the northwest quarter of <br /> section 16, Township 2 South, Range 5 East, Mount Diablo Baseline at Meridian The site <br />' consists of a trucking facility with one metal frame building and all parking and work areas <br /> capped by cement and/or asphalt The site is located in an industrial park <br />� . Six (6) underground fuel storage tanks (JSTs),three diesel tanks located northeast of the <br /> terminal and three gasoline tanks located southeast of the terminal,were removed from the site <br /> on July 21, 1995 Soil sample analysis identified total petroleum hydrocarbons as gasoline <br /> (TPH-g) and total petroleum hydrocarbons as diesel (TPH-d) in the gasoline tank excavation at <br /> maximum concentrations of 9,800 mg/kg and 120 mg/kg, respectively Groundwater sample <br /> analysis identified dissolved phase TPH-d in the diesel excavation pit at a maximum <br />' concentration of 1,200 µg/L <br /> In August of 1996, Twinning Laboratories, Inc (Twinning) advanced six vertical soil <br /> borings (B-1, B-2qE <br /> 3, MW�1RA, MW-1RB, and MW-2RA) and one angle boring (B-4)to <br /> depths between and ] 5' below grade surface (bgs)to assess subsurface conditions near <br /> the northeastern excavation In addition, two hand augers (S-1 and S-2) were advanced to 3'bgs <br /> to assess subsurface conditions beneath the dispenser and product Innes and three groundwater <br /> monitoring wells,MW-1 through MW-3, were drilled to approximately 25'bgs to assess the <br /> subsurface water beneath the site Initial subsurface water was encountered at 10 5'bgs Boring <br /> tB-4 located northwest of the former USTs identified maximum TPH-g, BTEX (Benzene, <br /> Toluene, Ethylbenzene, and Xylene), and MTBE (Methyl-tert Butyl Ether) as 1,300 mg/kg, 180 7 <br />' mg/kg, and 110 mg/kg, respectively at 10 2' bgs <br /> Groundwater samples were collected from monitoring wells MW-1, MW-2, and MW-3 <br /> on August 30, 1996 and April 21, 1997 by Twinning Results are presented in Table 1 <br /> t <br /> 1 <br />