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� I <br /> F . <br /> EXCAVATION of TANKS 1 and 2 y <br /> x-18•.........................Ta-1ti1 <br /> a <br /> ........................ <br /> ........ ...... ........... <br /> . i <br /> 2.2A - .-.......T2.2 <br /> MAINTENANCE BUILDING E...._....----....._...- . <br /> F <br /> OB-1 (ANGLED BORING) T-3 OVER-EXCAVATION <br /> p y ti �1• •�E3..,,,� <br /> EXCAVATION of TANK 3 <br /> ' <br /> B.3 �p O —*• <br /> B$ N <br /> 94 <br /> F_4 <br /> : - <br /> ES OB6 ' <br /> ..I.:.l.•• T31-3A <br /> T3-3B <br /> 0 5 10 15 20 <br /> SCALE: 1" = 20' <br /> SP-1-2 <br /> S j1.4 <br /> 1 SP-1 <br /> STORAGE SHED <br /> sP_1-a <br />� 1 9 <br /> O EXPLANATION <br /> Z 5P-3-ice <br /> r-- INITIAL SOIL SAMPLE LOCATIONS WITHIN TANK EXCAVATIONS <br />` • [� B-30 SOIL BORING LOCATION AND NUMBER <br /> 9 SP-3 <br /> Z E-4 LOCATION AND NUMBER OF SOIL SAMPLE TAKEN WITHIN <br /> 9 EXCAVATION AREA <br /> SP-3-2 SP-3 STOCKPILE I.D. NUMBER FOR SOL FROM EXCAVATION <br /> E 1 <br /> P-31 <br /> S * SOIL SAMPLE LOCATION AND NUMBER AT EACH STOCKPILE <br /> 7 <br /> I <br /> 2 <br /> F ATEC Environmental <br /> V <br /> Consultants SOIL SAMPLE LOCATIONS <br /> Sacramento - CA <br /> HOMESTEAD LAND DEVELOPMENT—Tracy, CA <br /> APPROVED DRAWN BY DATE PROJECT NO. <br /> r BY ECH 11/25/92 59-07-92-00028 FIGURE 3 !� <br />' i <br />