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Summary Table 1 Page 6 <br /> Depth to Groundwater <br /> Bank of Stockton-Cutter Lumber Site <br /> MW-8B 13.99 3/13198 23.99 -9.97 <br /> Top Slot 20.7' 4117198 23.35 -9.36 <br /> TD 45.7' 5/15198 22.91 -8.92 <br /> 6/16198 22.65 -8.66 <br /> ' <br /> 9/15/98 27.90 -13.91 <br /> 10/27/98 27.80 -13.81 <br /> 11/18/98 27.65 -13.66 <br /> 12/15/98 26.76 -12.77 <br /> 1119199 26.81 -12.82 <br /> 312199 25.08 -11.09 <br /> 3124/99 25.00 -11.01 <br /> 717199 26.77 -12.78 <br /> 1015199 30.20 -16.21 <br /> 1/20/2000 29.07 -15.08 <br /> 4125/00 25.98 -11.99 <br /> 7119/00 27.68 -13.69 <br /> 12/5/00 29.05 -15.06 <br /> 3112/01 27.49 -13.50 <br /> 617/01 29.21 -15.22 <br /> 9118/01 33.01 -19.02 <br /> ' 12/5/01 31.49 -17.50 <br /> 3/20/02 28.89 -14.90 <br /> 6117/02 29.87 -15.88 <br /> ' <br /> 9/12/02 33.21 -19.22 <br /> 12/20/02 31.88 -17.89 <br /> 3124103 31.50 -17.51 <br /> 6/17103 31.71 -17.72 <br /> 9122103 35.34 -21.35 <br /> 12/12/03 35.31 -21.32 <br /> 1 <br /> t <br /> ' Elevations are referenced to a City of Stockton benchmark H119. <br /> Monitoring events conducted by Geological Technics Inc. <br /> t Calculated from data reported by Geological Audit Services.Elevations have been back-calculated from depth to water as previously reported <br /> by Geological Audit Services <br /> NR Not Recorded <br /> NIA Not Applicable <br /> r <br />