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TIE TO 'TIE TO TIE TO TIE TO <br /> C-C` I B-E3 8-B' A-A' <br /> r <br /> D <br /> D <br /> MW-4 <br /> U MW-8 <br /> ATC-3 AT -5 MW-1 R <br /> � o iSB-1 <br /> ----- .......... <br /> - -- _ .._ <br /> 0 <br /> Zw ------------- -.. . <br /> ' w 10 .J <br /> w <br /> U 1 1,700 LL_ <br /> Q 2900. Fla (Y <br /> - <br /> LL_ <br /> _.: .. 20 <br /> <0.5 180 <br /> 20 <5.0 0 <br /> 0 <br /> O w <br /> w <br /> 42 30 a <br /> r30 -7 21� Lij <br /> 0 <br /> w <br /> 39 <br /> 40 <br /> 40 ; <br /> HORIZONTAL SCALE <br /> ' C 20 40 <br /> I <br /> VERTICAL SCALE <br /> Ell <br /> LEGEND: 0 10 20 <br /> E1LOW PERMEABILTY SOIL MTBE CONCENTRATIONS <br /> Q INITIAL WATER LEVEL <br /> �� HIGHER PERMEABILITY SOIL IN GROUNDWATER <br /> 1 FINAL WATER LEVEL (6/15/00 IN WELLS) CROSS SECTIONS D-D' <br /> SOIL SAMPLE INTERVAL GRAVEL, ASPHALT QUIK STOP NO. 40 <br /> GROUNDWATER SAMPLE INTERVAL <br /> 3695 PEARL AVENUE <br /> 1,000_ MTBE CONCENTRATION CONTOUR (ug/L) SAN JOSE, CALIFORNIA <br /> PREPARED FOR <br /> WELL SCREEN INTERVAL t <br /> NOTES: QUIK STOP MARKETS, INC. <br /> NOT LOGGED INTERVAL 1. CROSS SECTION INDICATIONS ARE SHOWN FREMONT, CALIFORNIA <br /> ON FIGURE 2 (62503,0003-B64) <br /> ! NR NO RECOVERY AWASSOCIATES INC. <br /> ENDISSUED i0R REP= ECAPPROXIMATE CONTACTS ANO EXPLbRATORY DATA pp,TE: 9 28 00 FIGURE 11 DRAWING NUMBER <br /> DATE ISSUE / REVISION +,o BYE.0 Br BETWEEN BORING LOCATIONS AND WELLS. I SCA E: AS SHOWN 62503.0004 <br />