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� GeoE�ngineers, Inc. <br /> Operaloc Nowak CPT�ale�'iimr. °!4.'2008 10�.;537 A`.1 <br /> i <br /> I Sounding: CPT-4 Lucalion: Smilhlsland Balch Plant <br /> Cone Used: DSG-�015 Job Number. 8987-004-00 <br /> Tip Resistance Friclion Ratio Pore Pressure Soil Behavior Type' SPT N' <br /> �cTSF Fs/�c(°/) Pw PSl Zone:UBC-1983 60%Hammer <br /> D 250 0 4 -20 100 0 12 0 50 <br /> � j(T���I �` 1-=, i _7�TT1 �� <br /> ly � � � � � � <br /> � I <br /> � � <br /> , , , � � , <br /> � � � � � � � � � <br /> � � � � � � � � � ; i � � <br /> , , , � � � � � , , � � <br /> , <br /> I � � � � � � � � � � � � I I . � � �--- <br /> „ � <br /> , � , � <br /> � � <br /> i � , � � � <br /> � � � � , , I. , � � � � � � � � � II <br /> I.. 1 I I 1 1 I ♦�� ♦��.�Y 1 i i i <br /> �� " _'I � _� _� • 1 --� f I 1 �_� �.. <br /> 1 I <br /> � ill <br /> } I 1 I 1 � ; I <br /> �IL � ' � It' 1 1 � I <br /> 1 � <br /> � � I 1 1 i I I I <br /> � � . .. ....1 � <br /> � '2� -__�___ 1 ___i___�__� _� _�__�_ r-hy-.- . . � ,�_ "_ . ♦ ___ "' <br /> �I I i •r� _. �� 1 I I 1 �I III <br /> � r <br /> � 11 I111 <br /> I I 1 I <br /> I i i p'1l� l.�.l 1 I I <br /> I I I I I I I �, I �^It�A � � � � <br /> � I I [ 1 1 <br /> i 1 i I�'�'IN!L1Yi i . <br /> I � <br /> I � I 1 i <br /> I <br /> i 1 I i I I I I -- <br /> i i i � � i i i � k. ,� . � <br /> I 30 ___ _ ___.__"'__ __""'_ � -�-.-.-. � ._,u . _'_ . <br /> � � � � i � i��ii ���i� <br /> ii i � � �� iy,�i,�� i�� � <br /> i � i � L5179� ' � � <br /> � ' i i ii <br /> � ' i i � i i � <br /> I —"_ ___ I "_ '_'" _ _ __ ' i i i i y 1_' <br /> i i i � iii iili i � ii � � i <br /> 40 -I- -I-4-♦ F4�-'�,-1-14 J♦ <br /> � I 111 � � ~ I <br /> I 1 I I i Illlllllli I11 <br /> i 1 � � 111111i illl <br /> � i II Illllli <br /> I ; ; i I I I � Illll ; i ; <br /> I <br /> 1 1 I II <br /> i 1 i 1 1 \ il <br /> I 1 1 1 1� 1 <br /> i i � i 1 i I 1 <br /> I I I III <br /> ._., i I _4 _• _I ' 1 11 i I <br /> lii <br /> DePlh 50 i � � <br /> z <br /> (�t) � i � � i � <br /> � � i � , . . . . � � i � <br /> i � � � i i i i � � i � � i � � � <br /> � <br /> � � � � � �i�� � � � i � <br /> � � � � � � <br /> 60 __' _"__ __''___ _ _ _''_ `' _ _. i.,�'�,',.�i � � � <br /> ' i i <br /> a i <br /> ; - ' � � � ii � � � i � � � � <br /> � � � � i <br /> i aL� � <br /> i � � � i <br /> � ii ii iii <br /> i <br /> I i i � � � i '__ <br /> i i i i � � � i � � � i i <br /> i � i i i � „ <br /> 70 "_'____�""�"''"" ''"., -._ �_�_�_,_. ��,.. ,,...� � <br /> � i � � i � <br /> i � <br /> I � � ' i ' � ' ' ' � ' � � � � ' � � <br /> i i i i � i � � i � <br /> i i i i � i � ii � ii <br /> i � i � ' � ' <br /> � i � i � � i � <br /> � � � <br /> � � � � � � � � � � � � � � <br /> � � <br /> 80 __�____'""`_"'"'_ ''" __._ �_''.,'1_` �,1.. „�.,�_�_�..� <br /> � � � � i � � � , � � � � i � i � i <br /> I ; i i i i i � � � ii � � i <br /> � � =c � � � , � � � <br /> � � � � �� � � � � � � � <br /> � ; � � �� � � � � � � � <br /> ' ; =� � � ��� � <br /> 90 _J _J__y_ __ _ _� _ I1JJJ _ <br /> � � � ; 1� 1 � 1 <br /> � i 'If� I 1 I I <br /> � � � i .�_ 1 : I111 <br /> I ' 1 1 I . II I11 1 <br /> I <br /> 1 1 1 1 1 Illiiill � � � ; <br /> I 1 I i I I ; I111111 III ; 1 II <br /> I , 1 1 I I � I 1 I I I 1 i 1 <br /> 11111 <br /> 1 1 1 i i Illlllillll li I <br /> ��� <br /> Maximum Deplh=95.47 feet Depth Increment=0.164 feel <br /> f �. 7 sensitive fine grained �4 silty clay to clay �7 silty sand to sandy silt �10 gravelly sand�o sand <br /> �2 or�anic material ■5 clayey silt to silly clay �. .�B sand to silry sand �71 very stifl fne grained(') <br /> r 3 clay �6 sandy silt lo dayey silt �9 sand e 72 sand to Gayey sand(') <br /> r:���„����o�:�=,,,�„���� Figure A-12 <br /> 'Soil Oenavior type and SPT basetl on Eata Imm UBC�19B3 <br />