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McDowell&Davis Towing <br /> Geoprobe Soil Boring&Revised Risk <br /> Assessment and Conceptual Site Model Report <br /> Page: 3 <br /> i Table of Laboratory Sample Results (8106/03) <br /> Sample I.D. Gasoline Benzene Toluene E-Benzene Xylenes MTBE <br /> m /Kp,/Kg ligfKg <br /> B-5-5' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-10' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-15' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-20' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-25' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-30' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> Gasoline by Method 5030/Luft BTEX&MTBE by Method 8260E <br /> 2.1 Drilling <br /> The soil boring was accomplished using a mobile mounted Geoprobe® Systems <br /> drilling rig, Model 5400, employing the use of a 1.25" hollow probe rods. All <br /> drilling equipment was thoroughly steam cleaned before drilling began to prevent <br /> the introduction of contamination from off site, and between borings to prevent <br /> cross contamination. <br /> The boring was togged under the direct supervision of a registered geologist using <br /> the Unified Soil Classification System. The color, texture, moisture, plasticity (if <br /> applicable), consistency of the earth materials, pertinent soil or bedrock <br /> characteristics and an evidence of contamination will be noted. All water-bearing <br /> g <br /> zones and the depths at which they are encountered are noted on these logs. <br /> The boring was drilled in such a manner as to prevent cross contamination between <br /> strata. Water samples were taken at the soil/groundwater interface, and the borings <br /> were then terminated with a cement mixture. <br /> 1 <br /> r <br /> 2.2 Soil Sampling <br /> All soil sampling equipment was thoroughly steam cleaned before and between <br /> sampling to prevent cross contamination. Relatively undisturbed soil samples were <br /> taken at intervals of not more than five feet (5) in order to evaluate the subsurface <br /> materials. <br /> The soil samples were obtained using a Geoprobe® core sampler with plastic liners. <br /> The sampler was pushed (Direct Push Technology) continuously by the <br /> hydraulically powered, percussion system. <br /> The laboratory samples did not have headspace and were immediately sealed in <br /> their liners using plastic caps. The remaining sample was removed from its liner to <br /> be used as an aide to the on-site geologist in logging the material at that depth. <br />