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04 June 2008 <br /> AGE-NC Project No. 08-1605 <br /> Page 2 of 4 <br /> regional slope of the area is towards the southwest. Prominent features on the site, including soil <br /> probe boring locations, are depicted in Figure 2. <br /> DRILLING AND SAMPLE COLLECTION <br /> On 20 March 2008,three soil probe borings(B-1,B-2 and B-3)were advanced at the site as part of <br /> assessment activities. <br /> Soil probe borings B-1 through B-3 were advanced utilizing a truck-mounted Geoprobe 5400, <br /> equipped with 1.125-inch diameter probe rods with an attached 2.15-inch diameter soil sampler, <br /> using"direct push"technology. Boring B-1 was advanced to a depth of 54 feet below surface grade <br /> (bsg); boring B-2 was advanced to a depth of 30 feet bsg; and boring B-3 was advanced to a depth <br /> of 57 feet bsg. Borings B-1 and B-3 were advanced until refusal was encountered. <br /> Soil samples were collected from borings B-1 through B-3 at the following depths: <br /> • At 5-foot intervals beginning at 5 feet bsg to 45 feet bsg in boring B-1; <br /> • At 10-foot intervals beginning at 10 feet bsg to 30 feet (total depth) in boring B-2; and <br /> • At 10, 20, 30 and 50 feet bsg in boring B-3. <br /> Each soil sample was collected utilizing a 1.125-inch Geoprobe soil sampling assembly loaded with <br /> four six-inch brass sleeves. After collection,the ends of the second brass sleeve were covered with <br /> Teflon sheets,capped and sealed with tape. The sleeve was labeled with soil probe boring location, <br /> depth, time, date and sampler's initials and then placed in a chilled container. <br /> Subsequently, the soil from one or more of the three remaining sleeves was field-screened for the <br /> presence of volatile organic compounds using an organic vapor meter (OVM) and were visually <br /> described on boring logs in accordance with the Unified Soil Classification System (USCS). <br /> AGE attempted to collect grab ground water samples from borings B-1 and B-3, however, ground <br /> water was not present in the soil boring trace and ground water sample could not be collected. <br /> All probe-boring locations were backfilled to surface grade with Portland cement. <br /> EQUIPMENT DECONTAMINATION <br /> Prior to sample collection, Geoprobe soil sampling equipment was thoroughly rinsed with clean <br /> Advanced GeoEnvironmental,Inc. <br />