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.� <br /> , i <br /> I I � <br /> , ' i <br /> - STANDARD PENETRATfON � <br /> TEST BORING <br /> � ' ' � <br /> Project: Caselnova ProperLy � <br /> Zephyrhills, Florida � <br /> I� Report No: 2008674 f <br /> li Sa��lcl.zoles o Expansive Clays o Laxzd Subsi.dence <br /> Geologist on Site: A. Marin <br />, Borin Designation: B-5 Sheet 3 of 3 ' <br /> 9 + <br /> ; <br /> s s <br /> A BLOWS Y <br /> DEPTH M er 6 in. N-value W T M ; <br /> (ft.) P p (blows/ft.) B DESCRIPTION <br />, � increment p <br /> E L <br /> 70 � � ' <br />' ���'��� , <br /> s����,�'"Y : <br /> � <br /> �� ; <br /> I 75 18 20,50/4 in. R �� � e�; Very light gray mode�ately hard limestone(LS) � <br /> :�, i <br /> ���� Hard drilling from 75 to 78.5 ft. � <br /> �:'' '�w� i <br /> �£ � i <br /> � •� ` <br /> � ..�a � <br /> 19 16,17,23 40 �;��� Very light gray soft limestone(LS)with calcareous clay <br /> 80 ���� i <br /> ����r � <br /> �'���i � <br /> �..�� <br /> '�'�'�;�� i <br /> 85 20 27,50/5 in. R ��`''��"j" Very light gray moderately hard limestone(LS) ( <br /> � <br /> Boring terminated at approximately 84.5 ft. � <br /> 100%LOC at 58.5 ft.,without recovery <br /> i <br /> -0 C����G � <br /> � � � <br /> , <br /> �2N �� � i <br /> `�� ��'y� <br /> � � . <br /> c��o��'�l�o �� ���'�� � <br /> � , <br /> .�,��d�,��.��,� <�, �` <br /> �: ,.� � �,� � � <br /> :� .;�'.o �,L. o,�j 1 � v� 1 <br /> 9 , <br /> f � n /' a <br /> C�(P�,��� F.V . <br /> � I <br /> `rQ���y�.� i <br /> ���o� ��. ! <br /> �n���� `' � <br /> � � <br /> i <br />