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r t r r r r F <br /> r <br /> x <br /> Former UST Ecavation <br /> A v4d I A: - <br /> MW-6/106 Orr-4 7 MW-1 A <br /> 0 <br /> —10— <br /> -10 <br /> --- -- -------------- <br /> -20'— ............ <br /> a. ........ —20 <br /> —30— .............. <br /> ... ....... ..... ................. . <br /> ... ................ —30 <br /> —40 .. ...... ................ ...... <br /> ... ... . .......... .. ..........I... <br /> C) 0 0 ........ .. ............... .. —40 <br /> 7�6� - -------------- <br /> _0_0_02 ............ ... <br /> z —50 —50 <br /> 0 -—-—-—-—-—-—- <br /> -—-—-— —-—-—- <br /> > —60— <br /> -60 <br /> Groundwater *I ctiOn June 2002 <br /> —70 —70 <br /> —80 <br /> —80 <br /> —90 <br /> —90 <br /> —100— <br /> -100 <br /> 0 10 iO .30 40 50 60 70 so go 160 1f0 120 60 140 150 160 170 180 190 200 210 220 230 <br /> DISTANCE (feet) <br /> Figure 3 LEGEND <br /> Geologic Cross Section A — A' V17Z CLAY (includes sandy clays, gravelly clays and silty clays) Scale as Indicated. <br /> Morci Property SAND (includes clayey sands and silty sands) <br /> 2969 Loomis Road <br /> Stockton, CA SILT (includes clayey silts and sandy silts) Borings MWI, MW-3 and WW-4 doto <br /> Project No.: 770.2 GRAVEL (includes sandy gravels) adapted from Wm. Hunier & Associates. <br /> Geological Tiechmics Inc. 6127102 <br />