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STANDARD PENETRATION <br /> TEST BORING <br /> � ' ' � <br /> Project: Caselnova Property ; , <br /> Zephyrhills, Florida ' <br /> SiQilcholes • Cxpansive Clays m L,and S�rUsielence Report No: 2008674 <br /> Geolo gist on Site: A. Marin <br /> Boring Designation: B-5 Sheet 2 of 3 <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 o <br /> E L i <br /> 35 � <br /> ��� ' <br /> ' 'l.�!• : <br /> ��� <br /> 40 11 6,7,9 16 � Light brown very stiff sandy clay(CL) , ' <br /> I <br /> i <br /> 45 12 6,7,10 17 . .l Light brown medium dense clayey sand(SC) � �� <br /> �.�; <br />' ��1� � <br /> .�!•f <br /> >%:•%' <br /> ; <br /> 5� 13 6,5,6 11 � Light brown stiff sandy clay(CL) <br /> i i <br /> � <br /> :�, i <br /> WOH/6 in. : <br /> 55 �4 2,3,2 5 Light brown firm clay(CL) ' <br /> 100%Loss of Circulation(LOC)at 58.5 ft. I <br /> 60 15 2,0,1, 1 Very light gray very soft limestone(LS)with calcareous clay <br /> i <br /> 65 16 30,21,46 67 Very light gray medium hard limestone(LS) <br /> �� 17 7,9,20 29 Very light gray soft limestone(LS)with calcareous clay <br />