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Woodward-Clyde <br /> V <br /> during the advancement of B-7. Advancement of B-7 from 66 to 100 feet bgs was conducted <br /> V <br /> to assess the depth to groundwater below the site. Groundwater was encountered in B-7 at <br /> a depth of 76.5 feet bgs after retracting the advanced probe rods from 100 to 82 feet bgs. <br /> V <br /> One grab groundwater sample (MW-7) was collected from soil boring B-7. Sample MW-7 <br /> was collected by lowering new clean Teflon tubing equipped with a bottom check valve down <br /> the bore of the probe rod. The inner tubing was then oscillated to produce a momentum <br /> pumping action. The groundwater sample was placed in laboratory prepared sample <br /> containers. The containers were labeled with sample number, date, time, project number, <br /> then placed on ice in an ice chest until transported under chain of custody procedures to <br /> V <br /> California Laboratory Services in Rancho Cordova, California, a certified analytical <br /> laboratory. Sample MW-7 was analyzed for TPH as diesel and TPH as gasoline using <br /> `r modified EPA Method 8015, and BTEX using EPA Method 8020. The analytical results of <br /> groundwater sample MW-7 is presented in Table 3. <br /> Based on the analytical results from boring B-3 and the method of backfilling the former <br /> UST excavation (photographs 11 and 12 WCFS, 1994), SJCEHD approved the overdrilling <br /> of B-3 and additional sampling to assess the vertical extent of soil contamination below the <br /> site near the north end of the former UST excavation. <br /> 2.1.3 Hollow Stem Auger Soil Sampling <br /> On June 22, 1995, WCFS directed the overdrilling of boring B-3 and collection of additional <br /> soil samples below the former north end of the UST excavation. Soil boring B-3A was <br /> drilled to a depth of 50 feet bgs to evaluate the vertical extent of petroleum hydrocarbons in <br /> soil below the former UST. Soil boring B-3A was backfilled upon completion to <br /> approximately 12 feet bgs with a neat cement plus bentonite grout mixture. The top 12 feet <br /> of B-3A remains open. The borehole is plugged with a plastic 5-gallon bucket for safety <br /> precautions. <br /> V <br /> Soil samples were collected from boring B-3A using a two-inch diameter split spoon sampler <br /> with brass liners by the following method. After the augers were advanced to the desired <br /> V <br /> depth, the drilling assembly, consisting of an end plug attached to drill rod, was removed <br /> from the center of the hollow stem augers. The sampling assembly consisting of the split <br /> V <br /> 8054/FEMAWAXPIER.RPr/8-24-95 SAC 2-6 <br /> V <br />