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DRAFT Phase II Investigation Plan <br /> Groundwater reportedly present between 5-10 <br /> feet below ground. <br /> 1 <br /> 20,000- I <br /> gallon 1 <br /> Diesel 1 <br /> USTs PROPOSED SOIL BORING I <br /> SV-4 1 O PROPOSED DIRECT <br /> GROUNDWATER SAMPLE 1 <br /> 1 <br /> B3 <br /> NEW OIL UST SOIL VAPOR SAMPLE I <br /> WASTE OIL UST <br /> 3 , <br /> IB5 <br /> jr& <br /> TRUCK' <br /> • B 14 0■ I WASH <br /> Ellie �� 15% do <br /> ® I BAYB21 1 <br /> MECHANIC'S I © I <br /> PIT <br /> OFFICE & TRUCK Od <br /> Dispenser STORAGE SHOP IB20 B18 1 <br /> Islands AREAS SERVICE ■ I <br /> BAYS <br /> SV-5$ EXISTING BUILDING <br /> B12A ■■ B160: 81 `I $B7 OWS I <br /> 0817 `I <br /> 2 � <br /> SA I <br /> S B • , <br /> WA , <br /> OWS I <br /> I <br /> 1 <br /> EXPLANATION 1 <br /> 1 <br /> SUBJECT SITE BOUNDARY <br /> SOIL BORING SAMPLING LOCATION <br /> SOIL VAPOR SAMPLING LOCATION <br /> EXISTING SUBSURFACE CLARIFIER <br /> EXISTING SUBSURFACE OIL/WATER SEPARATOR <br /> EXISTING UST DISPENSERS <br /> ® EXISTING SUMP n An �30 <br /> rz�micw*o;rmmrm*m+m EXISTING FLOOR CHANNEL DRAIN <br /> SCALE IN FEET(t) <br /> EXISTING 2-20,000 GALLON USTs `ALL.LOCATIONS AND DIMENSIONS <br /> _ ARE APPROXIMATE <br /> EXISTING CONCRETE AREA <br /> SOIL BORING & SOIL VAPOR <br /> LOCATION PLAN <br /> §S1 WAREHOUSE PROPERTY <br /> 16888 MCKINLEY AVENUE <br /> APN 198-160-26 <br /> LATHROP,CA 95330 <br />