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qc cmpal fs imp.] u2 WPaj LVO.00 5 10 45 0 0-20 0.40 0.60 -0.040 0 0.040. L ------ --------- ----- -------------- ----------------------------------------- ---------------------- ------------------------------- ---------- ----------- -------- ------ ---- -- clay(3) 697 - --------------I ---------------------- ---------------------------------- --------------- --- --------- - --- -- -;- - - -------------- ----- ----------- - --- �-------------------- ifty -- ------------- --------------- -I---------eybtff fine grained(11) 71-- - I - -- sand to sandy silt(T) 72—--------------.. ----------=--------------------------- ------------------ ---- ---------------------- -------- --------------------------------------------- e 7 stifffine grained(1 t) Ity sand to sandy silt(7) --------- 73--:--------------7:-- ----------7----- ----------------- ---------------------------- -------- ---------------------------------------- ndy sift to clayey sift(6) - --------- 4�----------------------------- ------------------------- ----- ......------ stiff fine grained(1 i) 7 Very stiff fine grained(11) -------------- -------- ---------------------------- ------------------ ---------- y(3) 76-:--------------- --------------------------------------- -------I------- ----------------------------I----- -- ------------------------------------------------—. ifty sand to sandy silt(7) - 77 -------------- -------------- ---------- nd to silty sand(8) — ------- --- -------------- ------ .................----------- --- -------------------------------- ------------- nd(9) ------------- -------------------- -------------- -------------- --- -------------- ------ Sa (9) 78-------------- - ----------------- ---------------- 79----------- --- ------------------------------------------ --------------------------------------------------------- --- ------------------------------------------------- clay(3) ------------ -----—-------------------------- -------------- -------------------------- ------ -------------------- ------------- 80-:... Silty sand to sandy silt(7) - 81— -------------------- ----------------------------------------------------------- ------ —---------------- ------------- ------------- Sand to silty sand(8) 82---.--, ;L-----—-------L --------------------- ----- ------------------ -------------------- ---- ----------------- ----------------- Sand -------------------- --------------- . . ....... .... ... -------- - --------------- ------------------------- ----------- ----—-------- --------------- nd to sr-fty sand(8) Verystiff fine grained(11) &-------------------- -------------------- ------------- ----------------------------------------- ------ --- -- ----------------- -------------------- 3 , i Clay ------clay(3) 84— ------------ = =---------- ---------------------- -------------------------------- ------- ------------------------------------------------- 85� ----- ery stiff fine grained(11) ------------------------- ----------- -------------- -------- ----------- --------------------------------------------------------- Very stiff fine grained(11) ------------------------ ------------- --- --- - --------------------------- ------------- Claiv(3) 8Y—------------ -------------- -------------- ----------- -------------------------- --------- ....... --------------------- ............. - ------------- ...... 8&-:-------------- ------------------------------ ------- ------------------ --—------------------- --------------------------------------------------- -------------- -------------------------- -- ------------------------- ---------------------------- -7--------- ------ 2ay(3) 90- -------------- - -------- ------- ----------- ----------------------- -------- -------------------- -------- --------- --------------------------- Very sW fine grained(11) 91 -------------- -- ------------: ---------- -------------------- --------------- ------- ------------------------ ------------ Sandy silt to clayey sift(6) 92—---------------------------------------------------------- --------------------------------------------------------- -------- 7 ---------------------------------------------- 93-�---------------------------- ------------- -------- - --•-------------------------------------------- ----------------------------I----------------- -------------- ---------- ------------- ----------- -- --------------------- ------------------- ------------------------------------------- ------------------------------------- ------------- 7----------------------------- ------------------------ 96--:--------------- -------------- -------------- ............ .......: ----------------------------------- --------------- ---------------- 97 ------------- ----------------------------------- ---------------------------------------------------- ---------------------------------------------------------- gar.:-------------- ----------------------------------------- ....... ------ ----------- ------ ---- - ------------------------------- ---- - -- 99-:-------------- ------------ -------------------------- ------------------------------------------------------------- ----------------------- ------------------------------- 100-:--------------- -------------—-------------------------- ----------------------------------- ---------------------- - ------------ ----------------------- ----------- rl CD ❑ 109 -------------------------------------- ------- --------- Test no:. Posftion: Ground level: CPTI � X:0.00 M.Y:0.00 m 0-00 — Client Date: '. scale: 111190001 1 50 Corte No:3335 Project Page: . Fig: Ilp area[an2j:10 3/3 sleeve area jcrn4 160 File: vondorl.cpd