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Environmental <br /> Mr.Harlin Knoll Resources <br /> 23 April 1998 Management <br /> Page 2 <br /> surface (bgs) to determine the depth of impacted soil. In addition, ERM <br /> pumped approximately 6,000 gallons of ground water from the tank <br /> excavations and collected ground water samples for analysis. <br /> The analytical results of these additional sampling activities were <br /> reviewed by ERM. The information generated during the tank removal <br /> activities and the Phase II Environmental Site Assessment (Phase 11 ESA) <br /> indicated that the majority of the impact caused by the two former USTs <br /> occurs within site ground water. Based on this information, ERM <br /> developed a sampling and analysis plan to characterize the extent of <br /> TPH-g impact to soil and ground water in the vicinity of the two tanks. <br /> The scope of this investigation was discussed with the County in a phone <br /> conversation on 19 March 1998. The County agreed with the proposed <br /> sampling strategy. <br /> In accordance with the sampling strategy discussed with the County, <br /> ERM conducted additional investigation activities on 2 and 3 April 1998. <br /> To determine the extent of soil impact in the vicinity of the former USTs, <br /> soil samples were collected in the unsaturated zone (approximately 3 to 5 <br /> feet bgs) and directly above the water table (approximately 7 feet bgs) <br /> from two locations (HB-15 and HB-16) surrounding UST #1 (Figure 1) <br /> and four locations (HB-11 through HB-14) surrounding UST #2 (Figure <br /> 2). To characterize the extent of impact to site ground water, ERM <br /> collected ground water hydropunch samples from five locations (HB-6 <br /> through HB-10) around UST #1 (Figure 1) and five locations (1-113-1 <br /> through HB-5) around UST #2 (Figure 2). In addition, ERM collected soil <br /> samples directly above the water table (approximately 5 to 7 feet bgs) <br /> from each of the ground water locations (HB-1 through HB-10) to <br /> determine the extent of ground water impact to soil. <br /> Based on the results of this investigation and previous investigations, <br /> ERM evaluated the need for further soil and ground water investigation <br /> activities and soil removal at the site. Based on the TPH-g and benzene, <br /> toluene, ethyl benzene, and xylenes (BTEX) concentrations present in the <br /> soil and ground water at the UST#2 location and discussions with the <br /> county, ERM believes that no further soil or ground water removal <br /> activities are necessary at this location. For the UST #1 location, no <br /> further ground water removal activities are required; however, ERM <br /> believes that additional soils should be removed along the northern and <br /> eastern boundaries of the tank excavation based on the soil samples <br /> collected in these areas. <br />