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I <br /> BUILDING <br /> I <br /> 13 <br /> lHP- • <br /> 1 O2 <br /> 3 <br /> FORMER 1,000 O14 <br /> GALLON LEADED TANK <br /> I <br /> 12 F — — — — — <br /> • i 11• 1 <br /> SS1 o o 552 <br /> 553z I <br /> 9-2 I <br /> FORMER 500 I <br /> .-.rL�ALL�N LEADED TAN <br /> w <br /> z EXCAVATION LIMITS <br /> Z0' 05/13/93 <br /> 04ASPHALT <br /> JI IMW-1 `1 <br /> 4= <br /> w <br /> FORMER 10.000 <br /> rx IGALLON UNLEADED TANK EXCAVATION LIMITS <br /> d Ll 03/13/91 <br /> • SS7 <br /> O5455605/13/93 <br /> 5AMPLE IDENTIFICATION <br /> S4Qf SSI -- SS1-B-20' <br /> SS2 = SS2-EW-16' <br /> •3 SS3 = SS3-WW-14.5' <br /> k SS4 = SS4-6-ST-24.7' <br /> 555 = SS5-SW-ST-2D' <br /> SS6 = SS6-WW-ST-21' Ai <br /> SS7 = SS7-EW-ST-22' r� <br /> 555 <br /> LEGEND: ._ ® � <br /> TANK EMOVAL SOIL SAMPLE Qf SAMPLE LOCATION <br /> 0 103/91 05/13/93 1710 MAIN STREET <br /> • EXCAVATION SOIL SAMPLE HYDROPUNCH ESCALON, CA. 95320 <br /> 03/13/91 <br /> MONITORING WELL FIGURE 2 - SITE PLAN <br /> • -� IL BORING <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 D0D5S 0 10 JOB N0. 150005.00 <br />