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STANDARD PENETRATION <br /> TEST BORING , <br /> � � � � Project: Caselnova Property <br /> � <br /> �_ Zephyrhills, Florida ' <br /> �inl<h�les � Lx�attsive Clays �Land Subsicieilce Report No: 2008674 � <br /> Geologist on Site: J. Miller <br /> i <br /> Boring Designation: B-1 Sheet 2 of 2 <br /> i <br /> g S � <br /> A BLOWS Y <br /> DEPTH M N-value M <br /> �ft� P per 6 in. �biowsln.) W'T' B DESCRIPTION � <br /> � increment o <br /> E L <br /> • I <br /> 35 ' <br /> � <br /> � <br /> �, <br /> , ; <br /> 40 �1 12,14,20 34 :� Tan hard sandy clay(CL) i <br /> i <br /> 45 12 11,10,32 42 •' Tan-blue hard sandy clay(CL) ; <br /> � <br /> i <br /> � <br /> � <br /> � <br /> 50 13 50/5 in. R Tan moderately hard limestone(LS) � <br /> I <br /> I <br /> i <br /> 55 14 26,3,29 32 Tan soft limestone(LS) � <br /> i <br /> - 100%Loss of Circulation(LOC)at 56 ft. I <br /> i <br /> i <br /> 60 15 50/5 in. R Tan moderately hard limestone(LS) ` <br /> i <br /> i ' <br /> � <br /> � <br /> 16 50/5 in. R Tan moderately hard limestone(LS) <br /> i <br /> 65 Boring terminated at approximately 64 ft. , <br /> 100%LOC at 56 ft.,without recovery <br /> � <br /> I <br />