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.,.���,,,,�r,,,�.,,,-�„�, STANDARQ PENETRATION {
<br /> ! � � � TEST BORING
<br /> ��r .,,,__�� ,,�,,, Project: Caselnova Property
<br /> Zephyrhills, Florida j
<br /> Siez2c9�e�ies • Lxpartsive CIays �1Laizd BuUsidexzce �eport No: 2008�74 i
<br /> Geologist an Site: J. Miller ;
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<br /> Date Started:9-23-08 Boring Designation: B-3 Sheet 1 of 2
<br /> Date Finished:9-23-08 Water Table{ft.): Not Observed '
<br /> Drilled 8y:Central F(arida Geotech, Inc. `i`ype af SampCing: SPT-Mud Rotary �
<br /> Location: '!1 feet east and 78 feet south of the northeast corrser of the structure i
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<br /> A B�OWS Y !
<br /> DEPTH M p�r 6 in. �-va(ue W.T. � �
<br /> �ft'� P increment tblowslft:) o DESCRIPTION }!
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<br /> Q NA � �
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<br /> 1 HA NA Tan/orange fine sand(SP) ;
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<br /> 2 HA NA .�•� Tanlorange clayey sand(SC) {
<br /> 5 �"•'./•.i�' i
<br /> 3 7,8,8,8 16 ��1,.! Orange medium dense clayey sand(SC) �
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<br /> 4 7,8,6,6 14 �''"� Orange medium dense clayey sand(SC) �
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<br /> ,10 5 12,12,16,31 28 f!'f,�✓'. Orange medium dense clayey sand(SC)
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<br /> ,�� C 94,11,13 24 Orange medium dense fine sand{SP) i
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<br /> 20 7 8,8,14 22 Orange medium dense fine sand(SP) �
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<br /> 2� 8 12,19,13 32 Orange dense fine sand(SP) �
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<br /> 9 9,16,24 40 l�j,�'� Tan dense clayey sand(SC) i
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<br /> 35 10 7,9,13 22 Tan very stiff clay(GL) �
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