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0 10 20 30 <br /> Scale in Feet <br /> KEY <br /> = MONITORING WELL LOCATIONS <br /> CE = WELL CASING ELEVATION ASPHALT-SURFACED ROADWAY <br /> O = POWER POLE <br /> • = LIGHT POLE GWE -0 87' <br /> * = TELEPHONE POLE CE +8 98' <br /> M W3 <br /> GWE = GROUND WATER ELEVATION <br /> �= GROUNDWATER FLOW DIRECTION ,0$0 <br /> SEPTEMBER 10 1995 / <br /> / CONCRETE <br /> NOTE / / ?0 SLAB <br /> �0 <br /> SITE PLAN ADAPTED FROM / <br /> FIELD NOTES TAKEN JUNE 2 STOCKPILED <br /> AND NOVEMBER 19, 1993, AND / SOIL <br /> SITE PLAN PROVIDED BY .0 60 <br /> GROUNDWATER TECHNOLOGY, INC / <br /> / / q <br /> Cr <br /> / � z <br /> /01NCRETE / STOCKPILED o <br /> SLAB / / ,0 q0 SOIL <br /> A / O <br /> STOCKPILE <br /> sod. <br /> SMW2 <br /> CE +82f' <br /> GWE -0 54' / / -� GWE -0 31 <br /> CE +8 33 --- - <br /> MWI s <br /> OVERHEAD HIGH-VOLTAGE POWER LINE CONCRETE <br /> FORMER UNDERGROUND STORAGE TANKS SLAB <br /> ExrS TrNG <br /> ExCA VA TION <br /> WALNUT GROVE ROAD <br /> WELL LOCATIONS 1NKA NO 2556 02 <br /> 26485 THORNTON ROAD DATE 10/95 <br /> WALLACE • KUHL & ASSOCIATFS, INC <br /> GEOTEC14NICAL ENGINEERING San Joaquin County, California PLATE NO 2 <br /> GEOLOGIC & ENVIRONMENTAL SERVICES <br />