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s <br /> i <br /> I BUILDING <br /> I <br /> 1 <br /> 13 <br /> JHP �02 • <br /> 1 3 <br /> FORMER 1,000 <br /> GALLON LEADED TANK 14 <br /> E <br /> 12 <br /> • <br /> 11S <br /> 551 o o SS2 <br /> S53 I <br /> B-2 <br /> FORMER 500 <br /> J <br /> W GALLON LEADED TANK <br /> L _ - - - - <br /> z _ I <br /> L.l — EXCAVATION LIMITS <br /> f 9 i •$ *0 1 05/13/93 <br /> III 04 1 ASPHALT <br /> i � <br /> tmw-1 <br /> FORMER 10.000 <br /> 0: 1 GALLON UNLEADED TANK EXCAVATION LIMITS <br /> CL ' l 03/13/91 <br /> 601 01 � <br /> •5 <br /> 0 i SS7 <br /> 2• a <br /> 55846 <br /> 'f o5 <br /> 05/t3/93 <br /> SAMPLE IDENTIFICATION <br /> SSaSSI = SS1-8-20' <br /> I L _s <br /> — — — — SS2 = SS2-EW-16' <br /> 1 �3 SSS = SS3-WW-14.5' I <br /> SS4 = SS4-8-ST-24.7' !} <br /> SS5 = SSS-SW-ST-20' <br /> SS6 = SS6-WW-ST-21• <br /> SS7 = SS7-EW-ST-22' <br /> 555 <br /> LEGEND: _ <br /> 0 TANK £MOYAL SOIL SAMPLE 0 SAMPLE LOCATION <br /> ION <br /> 0103/91 1710 RAIN STREW <br /> • EXCAVATION SOIL SAMPLE ESCALON, CA. 95320 <br /> 03/13/91 HYDROPUNCH <br /> t� MONITORING WELL <br /> 05/28/91 FIGURE 2 - SITE PLAN <br /> SOIL BORING APPROXIMATE NOR-CAL BEVERAGE CO., INC. <br /> 01/27/92 SCALE IN FEET <br /> ANGLE SOIL BORING I 11800 E. FREMONT STREET, STOCKTON CA <br /> J�FN ,0793/0005S 0 10 JOB NO. 150005.00 <br />