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05,May 1997 , <br /> AGE-NC Project No 95-0139 <br />' r -Page 9 of 9 <br /> � r <br /> 4 in only six of 35 samples collected,constrairung the northern, eastern and southern margins, <br />' of impacted ground water Petroleum hydrocarbons were not detected in a grab water sample <br /> collected from probing B9, constraining the western extent of impacted ground water <br /> r <br />' Ground water flow direction and gradient have remained consistent at the site since r <br /> monitoring began in 1988 - <br /> The impacted ground water plume is sufficiently defined laterally at the site and has r Y <br /> remained stable <br /> k <br /> t <br /> { s <br /> 52 RECOMMENDATIONS , <br />' Based on data collected at the site, AGE has the following recommendations <br /> I b <br /> The site should be considered for closure No further action for soil and ground water <br /> monitoring and remediation should be required at the site <br /> �� • Upon closure certification, all monitoring wells associated with the site should be <br /> abandoned/destroyed in accordance with local regulations <br /> 1 . <br /> I x I ! e 1 <br /> 6.0. LIMITATIONS <br /> Our professional services were performed using that,degree of care and skill ordinarily exercised by <br /> 2 <br /> environmental consultants practicing in this or similar localities The findings were based upon <br /> review of reports prepared by previous consultants and analytical results provided by an independent li <br /> laboratory t Evaluations of the geologic/hydrogeologic conditions at the site for the purpose of this « <br /> investigation were made from a limited numbef of available data points (i a soil'samples;monitoring <br /> wells) and subsurface conditions, may vary, away from,these data points No~other warranty,, <br /> expressed or implied, is made as to the professional recommendations,contained in this report , <br /> Ir ul <br /> I f , <br /> r <br /> r , <br /> c , <br /> , r <br /> I 1 <br /> 1 Y <br /> N , <br /> 5 I f , •� r <br /> I <br /> 1! <br /> e I I ! <br />