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Lr-090 <br /> 0 20 0 040 080 0 020 040 060 0 4000 8000 <br /> Very,stiff fine gramed(11) <br /> Very spit fine grained(11) 7 <br /> 71 <br /> Verystiff fine grained(11) - <br /> 7J <br /> 77 <br /> Very strff fine grained(11) _ <br /> Very stiff fine grained(11) 77 <br /> very stiff fine grained(I 1) 7 <br /> B1 - <br /> ^� 1 <br /> Very Wfine grained(11) 8 y <br /> Very s4lf fine grained(11) <br /> _CIaYeY silt to silty clay(5) —2 <br /> Clayey silt to silty clay(5) 8 ! _ - <br /> Clay(3) 91 <br /> �r <br /> Clayey sift to silty clay(5) <br /> Very sli f fine grained(11) 1� - <br /> Z <br /> Veryshfffinograined(11) <br /> Very stiff fine grained(11) ; <br /> -- Very stiff fine grained(11) � <br /> 92 <br /> t _ <br /> 47 l i _ <br /> Very stiff fine grained(11) J <br /> �w Very stiff fine grained(11) 1 <br /> s - Sand(9) 1 — - - <br /> i � <br /> Sand(9) 1 <br /> _ Silty sand to sandy silt(7) 1 <br /> nd to silty sand(8) 1084 <br /> Sand to silty sand(e) 1 - ti - <br /> - 11 — �- <br /> &Lay(3) <br /> Very sdtf fine grained(11) 11 L - <br /> 11 - <br /> 11 =y r <br /> - - Very stiff fine grained(11) 1171 <br /> 17 <br /> Very stiff fine grained(11) 11` ' <br /> 12 c <br /> Very sMf fine grained(11) 121 - <br /> 12 <br /> 12 <br /> 125--E - - <br /> 12 _ <br /> 127 <br /> 12 <br /> 1 - <br /> 1 <br /> 13 <br /> m 1 <br /> Test no Posriron Ground level <br /> u: X 000m Y 000m 000 <br /> Client G H H Engineering 1scale <br /> /15/2003 1100 <br /> Cine No 3474 stmt JAMAR 4075 E Main Stockton CA pegs Fig <br /> Tip arae(ant) 10 2r2 <br /> Sleeve aro(cm2(150 File <br /> G2543.3 m ept <br /> _e <br /> .a <br /> v � I <br />