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MW2 <br /> W ele <br /> CONCRETE SIDEWALK -r,38s <br /> GRASS <br /> CONCRETE DRIVEWAY <br /> MON TE DIA BL O AVENUE (ASPHALT) <br /> UTILITY <br /> POLE <br /> CONCRETE SIDEWALK <br /> 0 VERHEAD <br /> UTILITY LINES o 0 <br /> �~ L U G W elev <br /> -15 06' <br /> MW1 <br /> CL <br /> VW1 <br /> o <br /> G W elev L1 <br /> -14 94' <br /> Z <br /> S3 LLJ <br /> Q <br /> Q w ASPHALT <br /> PARKING AREA G W elev <br /> cn -15 08 <br /> a w MW4 <br /> LLJti <br /> m z OFFICE BA Y3 BA Y2 BA Y1 <br /> O <br /> � GATE <br /> KEY NO TE <br /> �Ir = EXISTING MONITORING WELL (SEACOR) GRADIENT AND FLOW DIRECTION DERIVED <br /> FROM WELL ELEVATION DATA OBTAINED <br /> Q = EXISTING VAPOR EXTRACTION WELL (SEACOR) VERBALLY FROM SEACOR 6/20/94 AND <br /> FROM FIELD DATA OBTAINED BY W,CA ON <br /> 6/14/94 <br /> 0 5 10 15 20 <br /> Scale in Feet <br /> SITE PLAN WKA NO 2738 01 <br /> 1766 MONTE DIAELO AVENUE DATE 7/94 <br /> WALLACE KUHL & ASSOCIATES INC <br /> GEOTECHNICAL $NGINEERING Stockton, Colifornia PLATE NO 2 <br /> GEOL0GIC k ENVIRONMENTAL SERVICES <br />