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i <br /> i SHOP <br /> i <br /> CONCRETE AREA DIRT AREA <br /> MW2 u <br /> UI <br /> =i N <br /> W <br /> LIMITS OF EXCAVATION 4I <br /> o <br /> •I O CONCRETE I N <br /> ! S 2 AREA <br /> . W <br /> DIESEL H <br /> ! FORMER DIESEL MWl <br /> CONVAULT MW3 A 8 MW4 TANK LOCATION ¢ ' <br /> WASTE OIL to G <br /> CONVAULT DESTROYED F 5 <br /> %0 <br /> I GROUNDWATER � <br /> FLOW DIRECTION <br /> iVEHICLE STORAGE AREA OFFICE <br /> CRI--- <br /> SP2 <br /> 11 yd.A SOIL SAMPLE IDENTIFICATION <br /> I <br /> •B , 05/22/90 10/07-09/92 <br /> CB* S3P4SP3 MW4-5.5' A = NW2-9.0' <br /> II yds4 I 07/27/92 C = NWC10.5' do NW-9.0' (TWO SAMPLES) <br /> •A <br /> ' SBI-5.5' O = EWN-8.5' <br /> 581-8' E = EWS-8.5' <br /> SBl—II' F = WW-8.0' <br /> SB2-5.5' G = WWS-7.5' <br /> SB2-8.5' H = SW-4.0' k SW-8.0' (TWO SAMPLES) <br /> SB2-11' I = EW-8.0' <br /> LEGEND <br /> MONITORING WELL @ ....... ®® ®® <br /> SOIL BORING <br /> SB2 <br /> APPROX. LOCATION OF DOMESTIC WELL NORTH 1710 MAIN STREET <br /> •A SOIL SAMPLE LOCATION x SOIL BORING (PROPOSED) ESCALON. CA. 95320 <br /> SP SOIL PILE <br /> FIGURE 2 — PROPOSED SOIL BORING LOCATIONS <br /> - X50 ISOCONCENTRATION SCALE IN FEET WESTERN STONE PRODUCTS <br /> FN: 1955 (TPHD IN PARTS PER MILLION) 0 1 30 1 1 8181 WEST BUSINESS LOOP 205. TRACY CA <br /> JOB NO. W0195 <br />