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09 July 1998 <br /> AGE-NC Project No 95-0184 <br /> Page 4 of 4 <br /> 5.0. RECOMMENDATIONS <br /> Based upon data collected from the site, AGE recommends the following <br /> • Additional soil borings and monitoring wells should be installed to define the horizontal <br /> extent of hydrocarbon-impacted soil and ground water A work plan for the installation of <br /> additional monitoring wells has been approved by the PHS-EHD <br /> • A soil vapor extraction/in-situ air sparging pilot test should be conducted to evaluate <br /> remediation options for this site Findings of the vapor extractionlair sparging test can be <br /> used to determine the spacings of potential additional vapor and sparging wells <br /> The next ground water monitoring event will be scheduled for July 1998 <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 upon <br />�`- analytical results provided by an independent laboratory Evaluations of the geo logic/hydro geologic <br /> conditions at the site for the purpose of this investigation were made from a limited number of <br /> available data points (i a monitoring wells), and subsurface conditions may vary away from these <br /> data points No other warranty, expressed or implied, is made as to the professional <br /> recommendations contained in this report <br /> X, v Coto <br /> ENVIRONMENTAL HEALTH DIVISION �! <br /> 304 E Weber Ave Third Floor j Q� UUU 1Gt;I� TD ��= >\A <br /> P O Box 388, Stockton CA 95201-0388 / G� ��� fes/ �� fj,EI9SJM¢C;CG <br /> Approved _E3' F' <br /> Denied ❑ CI v4'6 67,ftm 0 <br /> Conditions 'r-'- LAM $` 14X'13 ��(l,�` ��;,y h Lt�}t- v5i✓�OJ <br /> Date by (; L,1 FUfd'1u`I Ar l�ftZ 5� I � <br /> L� �rx7 wr,--y- cyrm s U cj t)e_ T U3(41,5 <br /> 15 �i ov i(-1 WVA' 11U m f�6 RS <br /> D wowr I n07'45 Pq ►� <br /> LAdvanced GeoEnrironmental,Inc T <br /> 61"-4 N "mo PcLkff— <br /> AS <br /> t�c�- <br />