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Xx July 1999 <br />AGE -NC Project No. 99-0557 <br />Page 2 of 8 <br />Environmental Health Division (PHS-EHD) inspector. In addition, there were no reported detections <br />of benzene, toluene, or total xylenes in a soil sample collected beneath the gasoline UST. <br />3.0. SCOPE OF SERVICES <br />The Preliminary Site Investigation was conducted according to the scope of work presented in the <br />AGE -prepared Preliminary Site Assessment Work Plan, dated 13 May 1999. The investigation <br />consisted of the following scope of work: <br />• Advancement of 17 soil probe borings at former gasoline and waste oil UST locations, <br />hydraulic lift locations, and areas of surficial staining. <br />• Collection of soil samples from each probe boring. <br />• Collection of ground water samples from three soil probe borings. <br />• Laboratory analysis of selected soil and ground water samples for aromatic volatile organic <br />compounds - benzene, toluene, ethylene, and total xylenes (BTEX); total petroleum <br />hydrocarbons (TPH) quantified as gasoline, diesel, and motor oil; fuel oxygenating <br />compound methyl tertiary -butyl ether (MTBE); and polychlorinated biphenyls (PCBs). <br />• Preparation of this report presenting AGE's findings, conclusions, and recommendations. <br />4.0. SITE INVESTIGATION ACTIVITIES <br />On 01 and 02 June 1999, AGE personnel conducted soil and ground water sampling activities at the <br />site. Prior to mobilization, the site location was clearly marked and utility clearance obtained through <br />Underground Service Alert. Detailed field procedures and protocols are presented in Appendix A. <br />Results of soil and ground water sample laboratory analysis are discussed in Sections 5.2 and 5.3, <br />respectively. <br />4.1. SOIL PROBE BORINGS <br />A total of 17 soil probe borings (P-1 through P-17) were advanced in the vicinity of the former <br />gasoline UST, the former waste oil UST, hydraulic lifts, and areas of surficial staining (Figure 2). <br />Soil probe borings were advanced by Geoprobe techniques. Soil probe boring procedures are <br />presented in Appendix A. <br />Soil probe borings P-1 through P-9 were advanced adjacent to active in -ground hydraulic lifts <br />Advanced CcoEnvironmental, Inc. <br />