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05/20/1999 13:41 2095385852 GEOLOGICAL TECHNICS PAGE 01/01 <br /> Dock <br /> cP-a <br /> • ass <br /> A <br /> GP-17 <br /> New Warehouse <br /> 0.09 GP-g <br /> • <br /> GP-11 • • HB-1p <br /> se-z •� <br /> • <br /> SB-1 <br /> • 0.35 <br /> GP-10 <br /> Former AST• HB-9 <br /> Dock � <br /> • Boller �J <br /> HB-5 <br /> 1,nq • Room <br /> • HB-3 <br /> GP-12 H9-1/GP-3 <br /> •He-2 HB—a <br /> HB-4 <br /> • <br /> GP-13 UST Pit <br /> 1.67 <br /> L <br /> GP-15 <br /> HB- <br /> 1sz HB-6 <br /> GP-A <br /> 3.i6 Old Building <br /> 027 • GP-1 <br /> • <br /> GP-7 157 276 <br /> • A e <br /> GP-2 GP-11 GP-5 <br /> Background Borehole (GP-IB) To <br /> 77.1 Be Drilled 100' South of GP-6 <br /> e GP-6 <br /> Fig 2: Site Map Soil Boring <br /> Fonz! a•06dr Motor Oil concentration <br /> 501 E Acaio In groundwater-mg/L. <br /> Tracy, CA OW Surface Staining 0 55, <br /> -o--- Fence I1 <br /> SCALE <br /> � ,� , A Proposed Soil Boring <br />