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. 1 <br /> w �+ <br /> K <br /> A East <br /> West <br /> APPROXIMATE LfMl1 S OF SB-i 1 <br /> f1EP1H ELEVATION 1996 SOIL EXCAVATION <br /> (lees) peep <br /> S8 10 Ss 7 <br /> a <br /> AW 12 SB-6 <br /> —30 <br /> NO <br /> ---- <br /> •- 1,900 <br /> 3 00 .... <br /> • g D00 • 740 ) <br /> • 8.0 .. .. � • 5,200 ,�A , " .. .. • ND.. <br /> "".. " " " """"..-"..3 • 870 . .r. � ND <br /> • 1.8 • ND <br /> - • 2.1 • 32 <br /> 20--"10 • 1.5 • ND.:. <br /> • ND • ND <br /> • Np• <br /> • NQ <br /> 30 0 <br /> 40 -10 . <br /> 10 <br /> LEGEND <br /> ND TPH-D conoantratlon CROSS SECTION A-A' <br /> Sandy fill(excavation) (ppm) <br /> 10 <br /> SCALE(feet) Slit <br /> Blank Farmer Mobil Bulk dant 04-343; <br /> .. <br /> Verticai exaggeration 2:1 keened Interval 500 East Grantline 1466d�` <br /> Clayey gravel <br /> Tracy.California <br /> =: <br /> AI.TON "" "" aflty sand = stabilized water level <br /> on 5-2-e4 <br /> GEOSCIENCE _._ <br /> u,rern,ore, car�a :� Clay ®- TPH-O ooncentration ..FIGURE 3 <br /> (DDMI <br /> 30.Oi361 A &9194 <br />