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i <br /> 25 March 2002 <br /> AGE-NC Project No 97-0326 <br />' Page 9 of 9 <br /> • initiate a pumping test to define the radius of influence <br /> Additional lateral assessment of impacted groundwater towards the west and the south <br /> 6.0. 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 mainly <br />' upon analytical results provided by an independent laboratory Evaluation of the geologic/hydro- <br /> geologic conditions at the site for the purpose of this Investigation was made from a limited number <br /> of available data points (CPT data and soil and ground water samples), and subsurface conditions <br /> Imay vary away from these data points No other warranty expressed or Implied, is made as to the <br /> professional interpretations, opinions and recommendations contained in this report <br /> I <br /> 7.0. REFERENCES <br /> Robertson, P K , 1990, Soil classification using the cone penetration test Canadian Geotechnical <br /> Journal, v 27 <br /> I <br /> I <br /> • <br />' Advanced CeoEnvironmental,Inc <br /> 1 <br />