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u2(MNI <br />( LV0.00 <br /> 0 5 10 15 20 0 0.20 0.40 0.60 -0.040 -0.020 0.000 0.020 <br /> r , <br /> I C� --------- -- <br /> 4. 1 <br /> ___-_______________________________._.__.__. ..._ _. _ <br /> Silly sand to sandy Silt(7) ? <br /> ------- --------- --- <br /> __ <br /> ------- - <br /> Clay(3) - <br /> 1 <br /> - - - — - <br /> - > - ---- •---- - -------- ------- ------- -----• -------- .----------- <br /> 7 - <br /> _� : ----•--• -------------- -- --- -----------—--------- ------- <br />. Very stiff fine grained(11} � � . <br /> _:_______-_y_____-____r----------------------- _______----- __._. _-___- __.. __ <br /> 4 Sand(9) <br /> 1 ---------- ----- ----------------------- <br /> e <br /> -- - - - - - <br /> : Y"•' Very stiff fine grained(11) <br /> l <br /> Clay(3) <br /> 11 ----------- ----- <br /> ----- --- --- --•--•- ---------- --------------- ---- ---------------------- <br /> i Very stiff fine grained(11) . <br /> Clay(3) 1 ---------- ------ --- - - -- --------------------- --•---- ------- -------- -- --- <br /> r - - - --- ----- -------- -----•----- -- - <br /> .•„ :., Very stiff fine grained(11) <br /> ----- .... - -- ------ ------ --- ------- ----- - -------- <br /> 14--: <br /> ' <br /> Clay(3) 1 -------------------(---------- ----------- ------ -- ------- ------ - ------ '---- ----- ---- -- --- <br /> i <br /> Ver)sGtffinegrained{1i) 1 i - --- - - - ---- ------ ------- -------- <br /> clay <br /> - - �------------------------ <br /> Clay(3) <br /> stiff Time grained(11} 17 ° ' <br /> - - - - - -- -- <br /> t� f. Vefy stiff fine grained(11) <br /> 1 ---- - ------- ------------- -- <br /> Clay(3] --r- - r-- <br />+ 1 --- ---- - - --------- --- -------- ------- --- - <br />{ Clayey sift to silty clay(5) -- <br /> i <br /> Clay(3) <br /> 20-:---------- --•-- -------------- --- - --------------- - ------ ---- ----------- ----------------- <br /> :�”' Very stiff fine grained(11) <br /> - -=------ -- <br /> Very stifffinegrained(11) 21 E E i ---------- •--- --- -- ------------------------ - ------- <br /> Clay(3) <br /> ------ - -----•-- - ------------------------------------------------ <br /> Clay(3) 2 •---- •--••--------• ------•- --------- ------------------------ <br /> ---- - - - - <br /> I2 ------ - <br /> 27 i E - <br /> I : <br /> Clay(3) --',---------------------------------- - - ------- -------------- - - ---------------------- - - -- <br /> n <br /> Clay(3) <br /> S3 -----•--T--------•--i---------- ------------------------- ----. _------ ---- --- -- <br /> s layey sift to silty clay(5} 1 <br /> Sandy sift to clayey silt(6) <br /> 32— ------- <br /> : <br /> Clay(3) t E -- - <br /> ay(3) <br /> 0 <br /> Test no: Position: Ground level: <br />{ CP72 X:0.00 M.Y:0.00 m ;! 0.00 <br /> CfienC pate: Scale: <br /> Candor Earth Tech 11/19/2001 1 :50 E <br /> Cone No:3335 Project CSU Starlistaus Page: Fg: <br /> f np area[=2):10 11 - <br /> I( <br /> Fie: <br /> Sleeve area(tm2(:150 <br /> condor2.cpd <br /> r '1 <br />