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No analytes were detected in any soil samples collected from boring SB 1, SB2, or SB3. Analytical <br /> results of soil samples are summarized in Table 2. Laboratory reports and chain of custody <br /> documentation are included in Attachment B. <br /> 4.4 Groundwater Analytical Results <br /> The grab groundwater sample collected from boring SB 1 contained non-detectable levels of TPH9, <br /> BTEX, and organic lead. No oxygenate additive constituents were detected, with the exception of t- <br /> butanol (TBA), which was detected at a concentration of 83 parts per billion (ppb). This level is <br /> well below the recommended taste and odor threshold of 2901000 ppb. No Maximum Contaminant <br /> Levels (MCLs) have been established for TBA. Analytical results of groundwater samples are <br /> summarized in Table 2. Laboratory reports and chain of custody documentation are included in <br /> Attachment B. <br /> 5.0 CONCLUSIONS AND RECONEWENDATIONS <br /> 5.1 Conclusions <br /> • Soil beneath the site consists of primarily of lean clay and silt, with some poorly graded sand; <br /> • Groundwater was initially encountered at a depth of approximately 10 feet bgs and recovered <br /> to approximately 7 feet bgs; <br /> • No detectable levels of TPHg, BTEX, organic lead, or gasoline oxygenates additives were <br /> found in the soil; <br /> • A groundwater sample collected from SBI contained t-butanol at a concentration of 83 ppb, <br /> well below the taste and odor threshold level of 290,000 ppb. No other fuel constituents were <br /> detected in the groundwater sample. <br /> 5.2 Recommendations <br /> Based upon field and analytical data collected during this investigation, Ground Zero recommends <br /> that the site be closed with no further action required. <br /> 6.0 CERTIFICATION <br /> Signature of this report certifies that Ground Zero's professional services have been performed, our <br /> findings obtained, and our conclusions prepared in accordance with customary principles and <br /> practices in the fields of environmental science and engineering. No hazardous wastes were <br /> generated as a result of these investigations. No waste from this investigation will remain on site. <br /> The analytical laboratory will ultimately dispose of collected soil samples. <br /> This investigation was performed under the direct supervision of John Lane, who has reviewed and <br /> approved this report. The methods and procedures employed in the development of this report <br /> conform to minimum industry standards. <br /> data*oundzelhaleylsummary.doc 4 <br />