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03 October 2000 <br /> Ile <br /> AGE-NC Project No 97-0326 <br />' Page 5 of 5 <br /> I in ground water is greatest The total depth of the boring will be determined partially on the <br /> basis of a file review for depth of impacted groundwater on two adjacent properties Soil and <br /> grab water samples should be taken at selected points based on a continuous soil profile <br />' recorded with the cone penetrometer (CPT) <br /> • Installation of additional momtonng wells for continued assessment of impacted soil and <br />' monitoring of ground water as outlmed in the AGE-prepared Work Plan Addendum - <br /> September 1999 as approved by the PHS-EHD <br /> A site with known hydrocarbon contamination in ground water exists east of the subject <br /> Iproperty Investigate the possible impact of this nearby release on the subject property <br /> utilizing well-monitonng data from the nearby site obtained from PHS-EHD or the <br />' responsible party <br /> • Installation of additional soil borings as needed to complete delineation of the vertical and <br /> horizontal extent of impacted ground water <br /> Is Continuation of quarterly ground monitoring as required by the PHS-EHD <br /> 7.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily exercised by <br /> environmental consultants practicing in this or similar localities The findings were based upon field <br /> I measurements and analytical results provided by an independent laboratory Evaluations of the <br /> geologic/hydrogeologic conditions at the site for the purpose of this investigation are made from a <br /> lhnuted number of available data points (i a soil and ground water samples obtained from soil <br /> borings and monitoring wells)and subsurface conditions may vary away from these data points No <br /> other warranty, expressed or implied, is made as to the professional recommendations contained in <br /> this report <br /> I <br /> Advanced GeoEnviroamental,Inc. <br /> I <br />