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CAMBRIA i potential chemical analyses, and headspace analysis Soil samples were screened for the presence of organic vapors using a photo-ionization detector (PID) The PID readings are recorded on the boring logs (Appendix B) Number of Bonngs Five hollow-stem auger borings (MW-2 through MW-6) were converted into groundwater monitoring wells Boring and well specifications are described in Table I and locations are shown on Figure 2 Boring Depths Well borings MW-2 and MW-4 through MW-6 were drilled to `f 70 fbg and well boring MW-3 was drilled to 72 fbg Groundwater Depths During drilling activities, groundwater was observed in well borings MW-2 through MW-6 at depths ranging from 62 to 63 5 fbg Blaine Tech Services, Inc (Blaine) of San Jose, California measured groundwater in wells MW-2 through MW-6 at depths ranging from 6155 to 63 23 fbg on September 30, 2002 Blaine's well gauging data is included in Appendix C Sod Types Soil types encountered during drilling consisted predominantly of clayey and sandy silt (ML) to approximate depths of 17 to 27 fbg, underlain by sand (SP) and silty sand (SM) to depths of 37 to 42 fbg, underlain by sandy silt (ML) to depths of 47 to 52 fbg, underlain by sand (SP) and/or silty sand (SM) to depths of 69 to 70 fbg A layer of clayey silt (ML) was also encountered in MW-3 from 69 fbg to the total explored depth of 72 fbg Soil types from the well borings are recorded on the boring logs(Appendix B) Chemical Analyses Selected soil and groundwater samples from the well borings were analyzed for TPHg, BTEX, and fuel oxygenates (MTBE, di-isopropyl ether, TAME, ethyl tertiary butyl ether, and tertiary butanol) by EPA Method 8260B Sod Disposal: Approximately 12 cubic yards of soil were generated during field activities, stored onsite, and covered with plastic sheeting 0953 3 ' I