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Barnes Trucking Facility �/ Z <br /> ,/ Driveway <br /> Overhead i <br /> Utilities <br /> F-) <br /> Garage e�0 <br /> O <br /> SB-5 Office <br /> >' <br /> Q, MW-2 / <br /> �+ (TPHg=56 pg1le <br /> U / <br /> MW-6 <br /> / SB-3 <br /> MW-1 I <br /> SB-1 (IVHg=5800 pg/L) Driveway <br /> 61 Concrete Pad <br /> Concre <br /> MW-3 <br /> R (TPHg=850 ug/L) Pad QHS=x.000 OWL <br /> s <br /> V o MW-4 �Hx=1Dp�siL <br /> (TPHg=94 ug/L) <br /> w <br /> EXPLANATION <br /> Former UST Excavation l <br /> Former Fuel Dispensers <br /> MW-1 Monitonrlg well T <br /> SB-2 • Soil Boring <br /> Proposed Soil Boring <br /> 0 sa 100 <br /> (TPHg=94µg/L) Results of 9/21/99 sampling N <br /> APPROXIMATE SCALE IN FEET <br /> SITE PLAN AND PROPOSED BORING LOCATIONS CLEARWATER GROUP, INC. <br /> Barnes Trucking Facility <br /> 1817 South Fresno Avenue Project No Figure Date Figure <br /> Stockton, California C-17$ 2/99 2 <br />