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r. <br /> TIES TO <br /> N D-O' t <br /> "16 <br /> IR <br /> A Mw-6 MW-7 A <br /> MW-3 MW-5 <br /> 0 - 0 <br /> Ld Li <br /> Ld Ld <br /> in z ------------ <br /> LL_ <br /> ,w <br /> WWV v <br /> L< 10 5,500 ........... 10 <br /> 42 <br /> <5.0 <br /> <5.0 <br /> V) <br /> V) <br /> Szz <br /> -j 20 - - 20 <br /> WLLJ <br /> m <br /> Ld <br /> 30 - L 30 <br /> HORIZONTAL SCALE <br /> 0 20 40 <br /> VERTICAL SCALE <br /> LEGEND 0 10 20 <br /> NZ INITIAL WATER LEVEL LOW PERMEABILTY SOIL MTBE CONCENTRATIONS <br /> T FINAL WATER LEVEL (6/15/00 IN WELLS) I HIGHER PERMEABILITY SOIL IN GROUNDWATER <br /> SOIL SAMPLE INTERVAL CROSS SECTIONS A--A' <br /> GROUNDWATER SAMPLE INTERVAL GRAVEL, ASPHALT QUiK STOP NO. 40 <br /> 3695 PEARL AVENUE <br /> -.1,000— MTBE CONCENTRATION CONTOUR {ug/L} <br /> SAN JOSE, CALIFORNIA <br /> WELL SCREEN INTERVAL # PREPARED FOR <br /> NOTES: QUIK STOP MARKETS, INC. <br /> NOT LOGGED INTERVAL 1. CROSS SECTION INDICATIONS ARE SHOWN FREMONT, CALIFORNIA <br /> NF? NO RECOVERY ON FIGURE 2 (62503.0003-B64) <br /> VSSUED MR REPORT AWASSOCIATES INC. <br /> 9-28-00 <br /> — rc APPROXIMATE CONTACTS AND EXPLORATORY DATA IDATE: 9/28ZOO - FIGURE 8 6250=DRAIWING NUMBER <br /> 6 5( <br /> 3.0004 <br /> No. DATE ISSUE / REVISION D". *0 By AWD By BETWEEN BORING LOCATIONS AND WELLS. <br /> + FS_CALI�,�AS SHOWN 2 <br />