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• 1 <br /> A A' <br /> INesf East <br /> APPROXIMATE LIMITS OF S8-11 <br /> 1990 SOIL EXCAVATION <br /> DEPTH ELEVATION <br /> SB-7 AW-12 SB-6 <br /> 0-30 <br /> 5B t0 <br /> 0 ND <br /> .. <br /> • tyi <br /> ,900IND <br /> .. <br /> : . <br /> .� :.. .... ...... ......:' ..... .:: 3,700 <br /> 10 20 <br /> oor • 5200 • 3,000 • 74Q <br /> •r 8•Q w w w w � � w ND <br /> - <br /> w w w w <br /> wrw- <br /> `w w . w w` • 970 • NDOf <br /> w w w`w`www w <br /> • 2.1 • 32 • 1.8 • IVD <br /> Iw <br /> D <br /> 2Q 10 • 1.5 • ND` • N <br /> z <br /> • ND • ND <br /> or <br /> • ND` • ND <br /> 30 0 <br /> i <br /> 40--1--10 <br /> i <br /> i <br /> 'f <br /> 10 LEGEND <br /> Sandy fill(excavatlan} N° � �oonnentratlon CROSS SECTION A A' <br /> 10 Sift 1 ku* <br /> SCALE(feet) Former Mobil Bulk Plan#04-M3 <br /> 'h` ve�tcel exa atlas 21any 9ww SaMned immrral 500 <br /> I' <br /> ® <br /> EastGranffneeyRoad <br /> Sityad Stb&odwabr kW Tracy, Cald Ja <br /> ALTON on 52-94 <br /> GEDSCIENCE clay <br /> TPI+G ooncentration FIGURE 3 <br /> s� <br /> '% (Lim more C,ar'ifom is <br /> ppm) <br /> 30.0136[/4-A 81"4 <br /> A <br /> i <br />