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CLEARWATER <br /> G R O U P I N C <br /> Enc iranmentaf Srrc ire< <br /> ' 4.0 RESULTS <br /> 4.1 Water Level Monitoring Data <br /> ' On February 27, 1996, the depths to groundwater in the five monitoring wells <br /> ranged from 20 00 to 2125 feet below grade Groundwater elevations, calculated for <br /> ' the purpose of estimating flow direction and gradient, were 2 5 to 3 feet higher than <br /> the groundwater elevations on November 30, 1995 As Figure 3 indicates, <br /> groundwater flow is toward the northwest The groundwater gradient is 17% across <br /> ' most of the site, but is only 0 5% between MW-2 and MW-6 This change in <br /> gradient appears as a flattening of the water table west of the former USTs, which is <br /> consistent with the water table configuration during previous monitoring events <br /> 4.2 Groundwater Analytical Results <br /> ' TPHg and/or benzene were detected in samples collected from all monitorin <br /> ice t MW-4 d MW-6 No analytes were detected in MW-4 or MW-6 The <br /> highest detected concentrations of TPHg and benzene were 33,000 parts per billion <br /> (ppb) and 67 ppb, respectively, in MW-2 Concentrations of TPHg and benzene were <br /> 300 ppb and 16 ppb, respectively, in monitoring well MW-5 <br /> A summary of groundwater elevations and analytical results is presented on Table <br /> 1 Hydrocarbon concentrations are presented graphically on Figure 4 A copy of the <br /> laboratory report and chain-of-custody form is attached as Appendix B <br /> ' 5.0 RECOMMENDATIONS <br /> In September 1995, Clearwater installed two vapor extraction wells and two air <br /> ' sparging wells that were used for a pilot test at the site The results of the tests were <br /> presented in the Report on Site Assessment Activities, Pilot Test, and Quarterly <br /> Groundwater Monitoring, dated December 15, 1995 At that time, Clearwater <br /> ' recommended submittal of a corrective action plan (CAP) that would present the <br /> remedial approach for the site, including the proposed number and types of wells to <br /> be used in the remedial system Mr Michael Infurna of the PHS/EHD indicated that <br /> the CAP should also include a Feasibility Study (FS) of alternative remedial <br /> methods <br /> A December 8, 1995 letter from Walt Petit of the State Water Resources Control <br /> Board (SWRCB) to the Regional Water Boards and Local Oversight Program <br /> 4 <br /> Directors recommends accelerated evaluation and closure of "low risk" sites Mr <br /> i <br /> ' D-101 1Q96 3 Apnl 18, 1996 <br />