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Chevron Products Company Page 2 <br /> Former Chevron Station#9-8632,575 Grant Line Road,,Trac..California July_16.2001 <br /> (bgs) Soil samples were generally collected at the capillary fringe and submitted for chemical <br /> analysis Based on pore pressure and on lithologic information collected from the continuous <br /> cores and the CPT logs, one to two depth-discrete groundwater samples were collected from each <br /> of the borings Soil and groundwater samples were analyzed for the presence of total petroleum <br /> hydrocarbons as gasoline (TPHg), total petroleum hydrocarbons as diesel (TPHd), benzene, <br /> toluene, ethylbenzene, xylenes (BTEX), and fuel oxygenates, including methyl tertiary butyl <br /> ether (MtBE), tertiary butanol (TBA), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether <br /> (ELBE), tertiary-amyl methyl ether(TAME), 1,2-dichloroethane (1,2-DCA), 1,2-dibromoethane <br /> (EDB), ethanol, and methanol Upon completion, the borings were filled with grout from the <br /> bottom up and finished to surface grade with asphalt Field and laboratory procedures are <br /> presented as Attachment B The findings of this assessment are summarized below <br /> • Subsurface Conditions. Review of the boring logs and CPT profiles suggests silt <br /> mixtures with clay and/or clay mixtures with silt comprise the stratigraphy to an <br /> approximate depth of 30 feet bgs at all CPT locations At CPT-10 there was a thin sand <br /> layer encountered at approximately 24 feet bgs Groundwater was expected to be <br /> encountered at approximately 6 to 8 feet bgs based on recent groundwater monitoring <br /> events, however, groundwater was not observed until approximately 15 feet bgs in most <br /> of the boring locations CPT logs are included as Attachment C <br /> • Soil Analytical Results. Selected soil samples were submitted to a California state- <br /> certified laboratory and analyzed for the presence of purgeable hydrocarbons (i e TPHg), <br /> extractable hydrocarbons (1 e TPHd), BTEX, and nine fuel oxygenates Soil samples <br /> were collected from 8 of the 15 borings Soil analytical results are summarized 1n Table <br /> 1 Certified analytical reports and chain-of-custody documentation are presented as <br /> Attachment D <br /> TPHd was detected in all eight soil samples collected with concentrations ranging from <br /> 14 milligrams per kilogram (mg/kg) at CPT-1 (23 feet bgs)to 14 mg/kg at CPT-2 (7 feet <br /> bgs) The sample collected from CPT-2 at 7 feet bgs also contained TPHg and BTEX at <br /> 400 mg/kg, 2 3 mg/kg, 1 1 mg/kg, 10 mg/kg, and 5 mg/kg, respectively MtBE was not <br /> detected in any of the soil samples collected <br /> • Groundwater Analytical Results. Groundwater samples were submitted to a California <br /> state-certified laboratory and analyzed for the presence of TPHd, TPHg, BTEX, and the <br /> nine fuel oxygenates Groundwater samples were collected from the identified water- <br /> bearing zone or depth intervals with distinct pore pressure A minimum of one depth- <br /> discrete groundwater sample per boring was submitted for analysis Two groundwater <br /> samples were collected at CPT-10 and CPT-12 Groundwater analytical results are <br /> presented in Table 2 Groundwater analytical data are presented graphically in Figure 3 <br /> Certified analytical report and chain-of-custody documentation are presented as <br /> Attachment D <br /> TPHg was detected in eight groundwater samples at concentrations ranging from 55 <br /> micrograms per liter (gg/L) (CPT-12 at 16 feet bgs) to 3900 µglL (CPT-7 at 9 feet bgs) <br /> I 1Chevron1986321Reports12001 CPT sueassess doe <br />