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CJeofo icaf?echnirs inc. L�.I �,�j Page 3 <br /> Soil Investigation Report <br /> Arctic Ice(D St.) <br /> Project No.691.2 <br /> December 10, 1998 <br /> a.. <br /> 3.0 RESULTS & CONCLUSIONS <br /> Results <br /> Subsurface soils are dominated by sand with a high content of fine-grained silt and clay <br /> matrix. Thus the permeability of these soils is low and the movement of water and other <br /> fluids are reduced as compared to well-sorted sandy soils. At a depth of approximately 23 <br /> and 40 feet, a well-sorted sand unit was encountered <br /> Soil test results show that no diesel compounds were detected in the soil samples tested. The <br /> laboratory analytical data reports are attached in Appendix A. <br /> i"w During tank removal, sample analysis showed that diesel was present in the soil under the <br /> north end of the tank at a depth of approximately 10 feet at a concentration of 3,300 mg/kg <br /> (ppm). However, the sample tested at I1 feet (SB-1 at 9.5-11 ft) did not contain diesel. <br /> 'r There was field evidence of contamination: <br /> In the depth interval of 9 to 15 feet, horizons of gray soil was encountered with a distinct <br /> hydrocarbon odor. <br /> • Below the dept of 15 feet, the soil staining decreased significantly and the hydrocarbon <br /> odor disappeared. <br /> • By 20 feet bgs, no evidence of diesel was observed. <br /> In borehole SB-2 & 3, no evidence of diesel contamination was observed. <br /> Conclusions <br /> The test results and field observations suggest the following conclusions: <br /> • The former UST did release some diesel fuel during the period of operation. <br /> • The volume of fuel was small and did not migrate to a depth greater then 15 to 20 feet. <br /> • The lateral spreading of the diesel was less then 15 feet from the tank. <br /> • The diesel has undergone extensive biodegradation and the only diesel is at the 8 to 10 <br /> foot depth interval. <br /> • The residual diesel in these soils does not pose a threat to public health or the <br /> `' environment. <br /> • This site should be closed. <br /> t. <br /> 4.0 LIMITATIONS <br /> ,+ This report was prepared in accordance with the accepted standards and practices of the field <br /> of environmental geology, groundwater hydrology and good business practices. It should be <br /> recognized that definition and evaluation of environmental conditions is a difficult and <br /> inexact science. Judgments leading to conclusions and recommendations are generally made <br /> '-" with an incomplete knowledge of the site-specific conditions present. <br /> The tasks proposed and completed during this project were reviewed and approved by the <br /> �. local regulatory agency for complianc6 with the law. No warranty, expressed or implied, is <br /> made. <br /> V <br /> V <br /> V <br />