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� <br /> STANDARD PENETRATION <br /> � � � , TEST BORING <br /> Project: Caselnova Property <br /> Zephyrhills,. Florida , � <br /> ��x-el<8�ofes m�x��nsive Clays �L,and Subsid�Ytce Report No: 2008674 <br /> I i t on Site: J. Mi l ler <br /> Geo og s <br /> Date Started:9-23-08 Boring Designation: B-1 Sheet 1 of 2 <br /> Date Finished: 9-23-08 Water Table (ft.): Not Observed <br /> Drilled By: Central Florida Geotech, Inc. Type of Sampling: SPT-Mud Rotary <br /> Location: 11 feet east and 21 feet north of the southeast corner of the structure <br /> s s <br /> A BLOWS M <br /> DEPTH M er 6 in. N-value W T <br /> �ft'� P inorement�biows�n.) o DESCRIPTION <br /> L , <br /> E L <br /> � <br /> � NA <br /> 1 HA NA Brown fine sand(SP) <br /> 2 HA NA Orange fine sand(SP) , <br /> 5 3 2,3,4,6 7 Orange loose fine sand(SP) � <br /> 4 16,10,10,15 20 Orange medium dense fine sand(5P) , <br /> /'J i <br /> !'✓•/' i <br /> 5 19,12,12,11 24 Orange medium dense clayey sand(SC) ; <br /> 10 .%' i <br />� ;/;�• <br /> ,��• � <br /> �//• � <br /> 15 6 10,11,10 21 . Orange medium dense fine sand(SP) ' <br /> � <br /> 7 7 8 9 17 . • . Oran e medium dense fine sand SP trace silt <br /> 20 9 ( ) � <br /> . � <br /> 25 8 11,12,11 23 Orange very stiff sandy clay(CL) � <br /> � <br /> 30 9 13,15,15 30 Orange very stiff sandy clay(CL) <br /> 35 10 13,18,20 38 .� Gray hard sandy clay(CL) <br />