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SAM B R I A Ms Vicki McCartney <br /> April 6,2006 <br /> space analyses Cambria used a photo-ionization detector to <br /> screen the soil samples in the field for the presence of organic <br /> vapors <br /> Soil Classification Cambria observed predominantly silt and clay to depths of <br /> approximately 40 to 50 fbg, underlain by varying layers of sand, <br /> silty sand, silt, and stiff fine-grained soil to the total explored <br /> depth of 100 fbg (Attachment C) ' <br /> Backfill Method All borings were backfilled with neat cement grout to match the <br /> existing grade <br /> Soil Chemical Analyses. Selected soil samples were analyzed for TPHg, benzene, toluene, <br /> ethylbenzene, and xylenes (BTEX), fuel oxygenates (MTBE, di- <br /> isopropyl ether [DIPE], tertiary-amyl methyl ether [TAME], <br /> ethyl tertiary-butyl ether [ETBE], and TBA), 1,2-dichloroethane <br /> (1,2-DCA), and ethylene dibromide (EDB) by EPA Method <br /> 8260B ~ <br /> Groundwater Depths During drilling activities, pore pressure dissipation tests in <br /> borings CPT-12, CPT-13, and CPT-17 indicated that <br /> groundwater depths in the borings ranged from approximately 19 <br /> to 21 fbg This depth to water range is consistent with depth to <br /> water measurements in site monitoring wells 1 <br /> Groundwater Sampling Cambria collected groundwater samples using CPT water <br /> sampling equipment at selected coarse-grained zones within the <br /> borings and at intervals correlating to groundwater samples <br /> collected during previous investigations Due to fine-grained <br /> soils encountered beneath the site, there was insufficient re- <br /> charge to collect groundwater samples from the following <br /> intervals CPT-14 at 24 fbg and CPT-15 at 25 and 34 fbg <br /> Groundwater Analyses Groundwater samples were analyzed for TPHg, BTEX, fuel <br /> oxygenates, 1,2-DCA, and EDB by EPA Method 8260B <br /> Soil and Water Disposal No soil or water was generated for disposal during this <br /> investigation <br /> • <br /> 5 <br />