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I <br /> Report of Findings <br /> Frontier Transportation, Inc. <br /> August 31, 2045 <br /> Page 1 <br />' 1.0) INTRODUCTION <br /> Biophysics Environmental Assessments, Inc (BEA)was contracted by Frontier <br />' Transportation, Inc to prepare a report of findings for the additional site assessment performed at <br /> the Frontier Transport facility located at 425 Larch Road, Tracy, California(See Figure 1 for site <br /> location) The San Joaquin County Public Health Services, Environmental Health Division <br />' (PHS/EHD), Vicki McCartney, EHS approved the additional site assessment on June 2, 2005 <br /> The additional site assessment was performed on August 1 and 2, 2005 and consisted of the <br /> installation of three shallow wells, MW-19, MW-20 and MW-21 <br /> 2.0) SITE LOCATION ANHISTORY <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 Mendean The site <br />' consists of a trucking facility with one metal frame building and all parking and work areas capped <br /> by cement and/or asphalt The site is located in an industrial park <br /> 10 <br /> Six(6)underground fuel storage tanks (USTs), three diesel tanks located northeast of the <br /> terminal and three gasoline tanks located southeast of the terminal, were removed from the site on <br /> July 21, 1995 Soil sample analysis identified total petroleum hydrocarbons as gasoline (TPH-g) <br />' and total petroleum hydrocarbons as diesel (TPH-d) in the gasoline tank excavation at maximum <br /> concentrations of 9,800 mg/kg and 120 mglkg, respectively Groundwater sample analysis <br /> identified dissolved phase TPH-d in the diesel excavation pit at a maximum concentration of <br />' 1,200 µg/L <br />' In August of 1996, Twinning Laboratories, Inc (Twinning) advanced six vertical soil <br /> borings (B-1, 13- 3, MW-IRA, MW--IRB, and MW-2RA) and one angle boring (B-4)to <br /> e �,o� depths between and +4-5'below grade surface (bgs) to assess subsurface conditions near the <br />' AA' northeastern excavation In addition, two hand augers(S-1 and S-2) were advanced to 3' bgs to <br /> assess subsurface conditions beneath the dispenser and product fines 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 /> B-4 located northwest of the former UST's 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 on <br />' August 30, 1996 and April 21, 1997 by Twinning <br /> 0 <br /> I <br /> r <br />