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C C. <br /> (west) (east) <br /> 60 -20 <br /> �Ground Surface <br /> 40 , , 0 <br /> CKWµ <br /> 20 CL 20 <br /> CL <br /> sc <br /> -40 <br /> $P .:•-, �//�- � j� i s�' � i iii <br /> SC <br /> tr r•� ARL-38-75 <br /> is TCE <0.5 <br /> -20 i ML fi0 PCE <0.5 <br /> ijI i w <br /> !o) Q ear <br /> CD <br /> . ` <br /> � <br /> 80 f <br /> sw <br /> aUCL <br /> n g' sr <br /> 1 SM/ML a <br /> .!, ..—.! p <br /> ® w 60 8° _ 100 <br /> ►xraa <br /> SP <br /> n <br /> O <br /> 8 -4 amr <br /> to �l -80 I I Mu j I-._i 120 <br /> P. <br /> $w <br /> 140 <br /> ARL-1C-143 ARL-3B- <br /> : '(srei 140 <br /> TCE 0.7 <br /> '' . <br /> sM TCE 0.7 <br /> S' svgw.. .:•:. <br /> PCE 2.0 :':: ::::::: :::::.:: :•':•:: : !!.. PCE 2.5 <br /> sp <br /> AAl <br /> - 2 _ <br /> 160 <br /> oARL-1C-170 j MU <br /> oTCE <0.5 _ <br /> d PCE 0.9 ::SP`:. <br /> -140 TD=170' ' <br /> 180 ARL-38-180 <br /> °o AN eoncentratlau In uq& TD=180' TCE 0.9 <br /> d Verd-I exaggeration-9x PCE 2.5 <br /> LEGEND <br /> CH High Plasticity Clay ML SIR Q SP Poorly-graded Sand = Water Level 0 9'0 Figure 3-3 <br /> f <br /> ® CL Low Plasticity Clay SM Silly Sand a SW Well-graded Sand Cross Section C-C' <br /> Horizontal Scale(ft.) City of Stockton <br /> SC Clayey Sand No RecoveCA <br /> ry ® GP Poorly-graded Gravel AuSo Sckton,Landfill <br /> JRoad <br /> Camp Dresser&McKee <br />