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RI 1 I ■ _— -- i---- 1 1 --- — I I I —I— — Z <br /> - CL <br /> ——60 LEGEND N <br /> -_I --- 1 <br /> --d -I - LII l LI L `� <br /> 1 IP 1 I _1 - i <br /> • <br /> 1 ■■■_ — i i —I I CL: Low plasticity inorganic 1; <br /> ■ --� I _-I I ; .I — clays;sandy and silty <br /> 50 i I I I I I I I I I j l ( clays o <br /> —I—I-1 -- I_--�'—I—I — I 1 •I --.--I L I ! i I —[J — CH: High plasticity inorganic N <br /> ' — I 1 I I ' clays °' <br /> 1 v -- -I I I 1—�--i I i --- - l- -I-� !1-1 — A <br /> —IT —I --- —��� <br /> I ! i-;- I— — I�— I • T• I ML or OL: Inorganic and organic silts <br /> x I I I I I I I I- i 1 , -j I and clayey silts of low <br /> 0 40 I I I L 1 I —I— I I I I i I I I I plasticity <br /> --` j— i — MH or OH: Inorganic and organic silts <br /> - -- ! _� i 9 9 <br /> I <br /> — -.—_-- -- -- -- — - ----_ —_I ( -- and clayey silts of high <br /> Y <br /> F. ___._.—_ _�_-__I -_ I i I —_L_ _ _ I-- _-1-17--- <br /> <0 <br /> : I_%_ plasticity <br /> l i 1—..-.-. —i I-- — — -- -- — p Y <br /> s0 I (—I � I � � i I I � I—I—_--I I � Y ! —! I—I I <br /> I_• <br /> ■■ — I 1_ L - - i —I—I CL-ML: Silty clays and clayey silts I <br /> --- _ ■ I _ I --- - - <br /> I <br /> -� ■ --___ i I1 1 iI <br /> zo I I • I I c 1 <br /> — -- I— --i-1--1- I - I I I -----I I 1-1----1—I I .—__J I <br /> ■--) —I I I ! I —�I i 1 �i <br /> —1 l l _ I ! I <br /> 1 11r <br /> ■ --I —I— — I ----r i ��I 1 i I , ! I <br /> ,0 I I I I i i t i —i�— <br /> I ---�— —J 1 I i_ I _I I I I <br /> I —I i r-1 <br /> .„, <br /> — —;0L4ML�— — ---�—Illl1 or MI I_ -L --I BJH or Of i I I—I <br /> ---- <br /> ---- I -- II _T 1 _I I , _ I I I �i I <br /> o i I I--i� i I �—I—i —1— —11-1 1 —1! i n l i n I I <br /> 0 10 20 30 40 50 60 70 80 90 100 110 <br /> LIQUID LIMIT-LL(%) <br /> BORING AND DEPTH U.S.C.S. SOIL LL PL PI NAT. PASS. <br /> SAMPLE NO. (feet) SYMBOL CLASSIFICATION % % % W.C.% #200, South Terminal Wharf <br /> •sW-1,S-18 90.0 MH Elastic SiltUpgrades for RO/RO <br /> 52 31 21 39.9 Port of Everett, Washington <br /> PLASTICITY CHART <br /> W August 2014 21-1-21962-003 <br /> e <br /> 1e: SHANNON NON cal and&WILSON, Iironmental uNC.Geotechnitants FIG. B-2 <br /> ■ ■ ■ ■ — ■ ■ ■ — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />