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i <br /> -25 9 9 <br /> MW-8 <br /> -25 98' <br /> -25 8' <br /> i <br /> 1 <br /> k <br /> -257 <br /> -256 <br /> 25 5 / <br /> t -254 / ff <br /> -253 ux-a f <br /> / 2528 -25 73' <br /> Mr-2 <br /> 252 2523 <br /> -251 <br /> � u1+-5 <br /> -250 '9 <br /> 25 20 -2524 <br /> E-4 IVIA— <br /> 24 9 -2513 B-5 <br /> N('%-3 B-3E-1 <br /> S � l <br /> 248 <br /> tit+-6 <br /> -2479 <br /> C'6 <br /> i n A) <br /> *A1 <br /> 1 <br /> s <br /> i <br /> C I <br /> Z <br /> C r 6r MA-9 A c } <br /> 24 88 <br /> / N <br /> EXPLANATION <br /> 0 60 120 <br /> B APPROMMATE LOCATION OF ;MONITORING WELLS <br /> APPROXIMATE SOIL BORING LOCATION <br /> Approximate Scale 1"=$0' <br /> Elevation of Piezometric Surface Geological Audit Services <br /> Nomelllnl Construction Company ENVIRONMENTAL PROFESSIONALS <br /> 1045 W Charter Way Project Na SC-94-09-1028-02 File 1028\2 Figure <br /> Stockton, California 3 <br /> Date December 29, 1994 Drawn By KMM <br /> i <br />