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i <br /> to position the sampler at the bottom of the boring. Therefore, 2-foot long, discrete-interval <br /> core samples were collected every 5 feet for the remainder of boring B3-3, using the Large- <br /> Bore Soil Sampler The Large-Bore Sampler is able to collect better samples under these <br /> conditions because the piston-tip of the sampler remains sealed (closed) as it is being driven. ' <br /> Groundwater was noted to be flowing into the boring at about 12 feet bgs and a groundwater <br /> sample was collected at this depth using the method described above at Site 2. <br /> Soil cores were visually examined for the presence of staining, discoloration, or odors <br /> indicative of petroleum hydrocarbon contanunation and these observations were recorded on ' <br /> the hthologic log (Appendix A). Weak to moderate product odor was first detected in core <br /> samples from boring B3-3 at about 10 feet bgs. Strong product odor together with greenish- <br /> gray to dark gray soil discoloration was detected within the interval from about 15 to 20 feet ' <br /> bgs. Selected soil samples were transferred to a clean plastic bag that was sealed for <br /> subsequent headspace screening using the PID The PID was also used to monitor ambient air , <br /> in the breathing zone around the boring and was used to periodically screen for volatile <br /> organics inside the open borehole. The PID values were recorded on the lithologic log <br /> (Appendix A) Discoloration in soils continued to about 25 feet bgs, while product odor ' <br /> diminished substantially below this depth The PID readings recorded from headspace <br /> screening of soil samples declined to non-detect below 30 feet bgs. After reviewing the core <br /> samples and PID recordings, Carol Oz of PHS/EHD requested that soil samples at 10, 16, 20, ' <br /> 35, and 40 feet bgs be submitted to the laboratory for PHC analysis from each of the three <br /> borings p1wed at the site. <br /> The second boring (B3-2) was drilled to a total depth of 41.0 feet bgs and was located <br /> approximately 23 feet north of boring B3-3, along the northwestern edge of the former UST ' <br /> --excavation-(Figure 3)=Two-foot�long-soil-core-samples=were collected every-Meet beginning - <br /> _ <br /> —at- feet bgs-using the Large-Bore�Soil Sampler. Soil samples were prepared for laboratory <br /> submittal as in boring B3-3. Discolored soils with strong petroleum product odor were <br /> detected beginning with the core sample collected from 14 to-16 feet bgs As-in boring-B3-3, -- <br /> soil discoloration and moderate to strong product odor continued to about 25 feet bgs, with ' <br /> product odor and PID readings diminishing substantially below this depth (Appendix A). A <br /> groundwater sample was collected at a depth of 13 feet bgs using the slotted-screen method <br /> described above. In addition, a depth-discrete groundwater sample was collected at a depth ' <br /> of 31 to 35 feet bgs to determine if groundwater was impacted with PHCs below the interval <br /> of strong soil discoloration and odor This groundwater sample was collected using a <br /> Geoprobe* Screen-Point Sampler which utilizes a 4-foot long, stainless steel screen that <br /> remains sealed while being driven to the target depth Following the collection of the soil core <br /> sample from 29 to 31 feet bgs, the sampler was attached to the probe rod and driven to 35 feet ' <br /> bgs. The sleeve shielding the screen was then retracted exposing the screen to the formation <br /> 6 98117ANVRPTS%S23U.9MN Rrr <br /> 1 <br /> 1 <br />