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L. 27 December 2004 <br /> AGE-NC Project No. 98-0433 <br /> Page 4 of 4 <br /> • The highest concentration of TPH-g was in the area of monitoring well MW-9, located <br /> adjacent to the former UST area.Compared to the previous quarter,the TPH-g concentration <br /> in ground water decreased in well MW-1,and increased in wells MW-6,MW-8,and MW-9; <br /> • TPH-g was detected for the first time in well MW-5 at a concentration of 8,30 [Ig/l. <br /> 0 TPH-d concentrations decreased in well MW-1 and increased in wells W-6 and MW-9; ►`} '�y <br /> • Benzene detected in sample MW-6 (27 µg11)was above the DHS' Maximum Contaminant <br /> Level (MCL). MTBE detected in samples MW-1, MW-6, MW-8, and MW-9 at <br /> concentrations as great as 3,900 µg/1 was significantly above the DHS' primary MCL. <br /> Nb I Nvl"+° i4L,,, <br /> • The lateral extents of dissolved MTBE and TAME are generally definedl�y the current well <br /> network, including the wells sampled at the Ripon Farm Service site directly south of the <br /> subject site. The vertical extent of MTBE at the former UST area is not defined below a <br /> depth of 40 feet bsg. vJ A, <br /> • The lateral extent of TPH-g is undefined northwesyf the site.BTEX is defined in the former <br /> UST area, however, it is undefined in the area of MW-6. <br /> w <br /> 5.0. RECOMMENDATIONS <br /> ' Based on the results of this investigation, AGE recommends: <br /> • Continued quarterly monitoring at the site; the next monitoring event should be scheduled <br /> for first quarter 2005. <br /> • Coordinate the ground water monitoring activities of Jimco Truck Plaza and the adjacent <br /> Ripon Farm Service (22871 South Highway 99)to occur concurrently. <br /> �. • Preparation of a Corrective Action Plan (CAP) to mitigate the dissolved MTBE near the <br /> former UST location and near the on-site domestic well. <br /> Y 6.0. LIMITATIONS <br /> w <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. Evaluations of the hydrogeologic <br /> conditions at the site for the purpose of this investigation were made from a limited number of <br /> available data points (i.e. ground water samples), and subsurface conditions may vary away from <br /> these data points. No other warranty, expressed or implied, is made as to the professional <br /> interpretations, opinions, and recommendations contained in this report. <br /> 6. Advanced GeoEnvironmental,Inc- <br /> l.. <br />