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STANDARD PENETRATION <br /> II � � � � TEST BORING <br /> v�- Project: Caselnova Property <br /> Zephyrhills, Florida <br /> Sii�l<t-►oles • Lr.paiisive Clays �L_.�191G� St1L"�S1C�CI1C� Report No: 2008674 <br /> Geologist on Site: J. Miller <br /> Date Started: 9-23-08 Boring Designation: B-2 Sheet 1 of 3 <br /> Date Finished: 9-23-08 Water Table(ft.): Not Obseroed <br /> Drilled By: Central Florida Geotech, Inc. Type of Sampling: SPT-Mud Rotary <br /> Location: 6 feet south and 20 feet east of the southwest corner of the structure <br /> s S <br /> A BLOWS Y . '' <br /> DEPTH M N-value M � <br /> �ft� P per 6 in. W.T. g DESCRIPTION ' <br /> (blowslft.) j <br /> � increment O <br /> E L <br /> i <br /> � NA : <br /> 1 HA NA � Tan fine sand(SP) <br /> i <br /> 2 HA NA Brown fine sand(SP) i <br /> � <br /> 5 3 2,2,1,1 3 . Orange very loose fine sand(SP) , <br /> 4 1,1,1,1 2 ���� Orange very loose clayey sand(SC) <br /> .1;�:' <br /> i•.r•i• <br /> 10 5 5,5,5,7 10 '.1,�; Orange loose clayey sand(SC) j <br /> �•,'�� <br /> •i�f <br /> ���� � <br /> � <br /> ,��, i <br /> 'l•':�:%' <br /> �5 6 9,10,18 28 ��': Orange medium dense clayey sand (SC) <br /> 1�.� <br /> .��. i <br /> l��• � <br /> .��� � <br /> 20 7 15,17,17 34 . Orange dense fine sand(SP) � <br /> � <br /> ; <br /> , � <br /> i <br /> �, <br /> 2� 8 4,5,7 12 Orange medium dense fine sand(SP) <br /> I <br /> • ; <br /> 30 9 9�7,$ 15 . Orange medium dense fine sand(SP) <br /> 100%Loss of Circulation(LOC)at 31 ft. <br /> 35 10 8,9,10 19 ' Orange medium dense clayey sand(SC) <br />