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STANDARD PENETRATION <br /> TEST BORING ' <br /> � • • � ' <br /> Project: Caselnova Property , <br /> Zephyrhills, Florida <br /> S.iiticttoles @ Gxpaiis.ive Clays 0I..1Y1C1 SU�3SICICYICC Report No: 2008674 ; <br /> Geologist on Site: A. Marin � <br /> I <br /> Boring Designation: B-4 Sheet 2 of 2 <br /> s s , <br /> A BLOWS Y ' <br /> DEPTH M N-value M � <br /> �ft� P per 6 in. �blowsltt.) W'T' B DESCRIPTION : <br /> � increment o ,� <br /> E L <br /> 35 ; I <br /> � <br /> � <br /> � <br /> � <br /> � <br /> { <br /> 11 6,8,15 23 � Light brown very stiff sandy clay(CL) I <br /> 40 � <br /> I <br /> , <br /> � <br /> � <br /> i <br /> 12 6,8,14 22 • Light brown very stiff sandy clay(CL) G <br /> 45 I <br /> ( <br /> i <br /> � <br /> 29,34, ' <br /> � <br /> 50 13 50/2 in. R Very light gray hard limestone(LS)with clay j <br /> i <br /> i <br /> I <br /> 55 14 50,50/5 in. R Very light gray moderately hard limestone(LS) ; <br /> � <br /> i � <br /> 15 50/3 in. R Very light gray moderately hard limestone(LS) j <br /> . i <br />� Boring terminated at approximately 57 ft. ' I <br /> 60 � Circulation of drilling fluid was maintained throughout the boring i <br /> � <br /> � <br /> I <br /> � <br /> i <br /> I <br /> � <br /> I <br /> � <br /> � <br />