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I <br /> BUILDING <br /> I <br /> 02 <br /> 3iP-� & • <br /> FORMER 1,000 14 <br /> L <br /> ALLON LEADED TANK <br /> I <br /> 1 rF <br /> t 1 1 e l� <br /> 551 PJ O SS2 <br /> SS3 B-2 f <br /> FORMER 500 <br /> LuGALLON LEADED TANK <br /> Lu L � : - - - <br /> zI I <br /> w r — --«B — s EXCAVATION LIMITS <br /> •91 <br /> to 05/13/93 <br /> m I I 04 ASPHALT <br /> I # <br /> 7MW—T <br /> cxa.w <br /> FORMER 10,000 <br /> I ,GALLON UNLEADED TANK EXCAVATION L1M1TS <br /> 0_ I 03/13/91 <br /> 811 <br /> �5 <br /> 6.1 +1 SS7 <br /> • <br /> 20 d <br /> SSfi t O5 <br /> 05/13/93 <br /> SAMPLE IDENTIFICATION <br /> I — SSI = SS1-8-20' <br /> L —ss-40— — 552 = SS2-EW-16' <br /> SS3 = SS3-WW-14,5' I <br /> SS4 = SS4-B-ST-24.7' J} <br /> SS5 = SS5-SW-ST-20' <br /> SS6 = SS6-WW-ST-21' <br /> SS7 = SS7-EW-ST-22' r� <br /> SS5 <br /> LEGEND: <br /> O TANK EMOvnL SOIL SAMPLE Qf SauPLE IOCAT10N ... .. %: �/ <br /> 0103/91 05/13/93 1710 MAIN STREET <br /> EX03/13/91501L SAMPLEJti HYDROPUNCFi ESCALON. CA. 95020 <br /> MONITORING WELL ( FIGURE 2 — SITE PLAN <br /> 05/28/91 <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: 0793 OOOSS 0 10 JOB NO. 150005.00 <br />