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MAINLAND NURSERY N <br /> PROPERTY <br /> GREENHOUSE <br /> MW-3 <br /> 4.D4 <br /> X X X X X--X X X X <br /> 4.0 TANK VENT I <br /> B—2Y <br /> M3 <br /> SB—A <br /> I I <br /> I <br /> I ACCESS ROAD <br /> I 9 1 <br /> EXISTING UND �' <br /> I FUEL TANK I I I <br /> � I <br /> IDRAIN I <br /> mW Q 8 l <br /> IOF <br /> FORMER EXCAVATION f <br /> Neinfelder, 1988) f,[YV-1 w-1 /J <br /> MAIN BUILDING <br /> 1��VD <br /> MW-1 <br /> 13-2 MONITORING WELL <br /> SOIL BORING SCALE <br /> X—X—.FENCE LINE 0 30 FEET <br /> 3.80 GROUND WATER ELEVATIdN (Fr) <br /> ~� 3.8 — GROUND WATER ELEVATION CONTOUR (Fr) <br /> --, APPROXIMATE GROUND WATER FLOW DIRECTION <br /> i'DATUM: ONSIfE PONT CONTOUR INTERVAL - 0.1 FEET <br /> i. <br /> Environmental °ATE GROUNp WATER ELEVATIONS F„RE Na. <br /> Science & 1/94 <br /> Engineering, Inc. �S� DECEMBER 22, ]993 2 <br /> 4090 NELSON AVENUE, SUITE J cin AT&T MICROWAVE STATION <br /> CONCORD, CA 94520 <br /> LOp[, CALIFORNIA <br /> 51861001 <br /> 5-93-5186 <br />