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BUILDING <br /> f <br /> I <br /> I <br /> 02 <br /> 3 <br /> FORMER 1,000 <br /> GALLON LEADED TANK 14 <br /> r2F — — — - - <br /> SS110 0 SS2 <br /> SS3 <br /> B-2 <br /> FORMER 500 d <br /> rIF <br /> N LEADED TANK <br /> ZEXCAVATION LIMITS <br /> 1 05/13/93 <br /> o4 ASPHALT <br /> tW-1 <br /> �EER 10,000I UNLEADED TANK EXCAVATION LIMITS <br /> 4 I 1 p 03/13/91 <br /> �1 <br /> 5� <br /> 601 01 <br /> 2a 40 SS7 <br /> SS6 '1 �5 <br /> 1 05/13/93 <br /> ` SAMPLE IDENTIFICATION <br /> 554Qf I SS1 = SS1-B-20' <br /> L — — — — — - SS2 = SS2-Ew-16' <br /> �3 $53 = SS3-WW-14,5' I <br /> SS4 = SS4-8-ST-24,7' ff{ <br /> SS5 = SS5-SW-ST-20' <br /> SS6 = SS6-WW-ST-21' <br /> 555 557 = SS7-Ew-ST-22' N <br /> LEGEND, <br /> TANK <br /> REMOVAL SOIL SAMPLE jj� SAMPLE <br /> O5/]393 10N <br /> /9 1710 MAIN STREET <br /> EX03/13/915DIL SAMPLE ESCALON, CA. 95320 <br /> MONITORING WELL <br /> 05/28/91 FIGURE 2 — SITE PLAN WITH EXCAVATION SOIL SAMPLE LOCATIONS <br /> SOIL BORING APPROXIMATE NOR—CAL BEVERAGE CO., INC. <br /> 01/27/92 SCALE IN FEET <br /> ANGLE SOIL BORING 1800 E. FREMONT STREET STOCKTON CA <br /> FN: 0593/0005S 0 10 1 JOB NO. 150005.00 <br />