Laserfiche WebLink
L <br /> L <br /> L <br /> I <br /> I BUILDING <br /> I <br /> 1 / <br /> HP- <br /> E 2 <br /> 3 <br /> FORMER 1.DOO 4 <br /> GALLON LEADED TANK <br /> • <br /> ss,8 QO-�- j SS2 <br /> SS3 <br /> 4 B'2 <br /> FORMER 500 ' <br /> rlG <br /> N LEADED TAMC <br /> l.] _ _ <br /> Z <br /> W � g - ��� EXCAVATION LIMITS <br /> �Id lQAASPHALT <br /> lMw—,MER 10.000 <br /> 4 UNLEADED TANK EXCA ATION 9M17S <br /> � <br /> 6.1 •1 ss7 <br /> 2. 1 •• <br /> SS6 Q5 <br /> 05/13/93 <br /> _SAMPLE IOENTIFICATION <br /> L ssA�pf _ _ i SS, = SS,-9-201 <br /> -y SS2 = SS2-EW-16' <br /> I •3 E SS3 = SS3-WW-11.3' <br /> ] SSA n SSA-B-ST-21.7- <br /> l1 SS5 - SS3-SW-ST-20' <br /> SS6 a SSG-WW-ST-21' <br /> SS7 a SS7-EW-ST-22' �r <br /> SS3 <br /> i <br /> LEGEND: <br /> Q TANKjtEMOYAL SOIL SAMPLE QJ SAMPLE LOCATION •••••- <br /> 01/03/91 05/13/93 - <br /> 1710 VAIN STREET <br /> R EXCAVATION SOIL SAMPLE ESCALON, CA. 96320 <br /> 03/13/91 <br /> � H1'OROPUNCH <br /> MONITORING WELL <br /> 05/28/91 --FIGURE 2 SITE PLAN <br /> -f 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 N0. 1$0005.00 <br />