Project No:03-18613 Log of Boring SPT-4
<br /> Project:Orange Blossom Ranch Association Incorporated
<br /> Client:Citizens Property Insurance Corporation
<br /> Address:4616,4618,4620, and 4622 Blossom Boulevard
<br /> City,State: Zephyrhills, FL Geologist/Engineer:J. Schuh � 8` ��'�
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<br /> Q � SOIL DESCRIPTION £ ; � � LAB TEST RESULTS/REMARKS
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<br /> G N N mU Z
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<br /> SAND FILL(SP) � __ __
<br /> light brownish gray,dark brown,and
<br /> olive brown,fine-grained quartz 2 -- --
<br /> 5 ` SAND(SP) 3 2,1,2,2 3
<br /> pale yellow,light yellowish brown,
<br /> and very light brownish gray,fine- 4 3,3,3,4 6
<br /> ' grained quartz
<br /> 5 4,3,5,3 8
<br /> 10
<br /> *��:��r „�"� CLAYEY SAND(SC)
<br /> ����� light brownish gray,light gray,and 6 13,15,13 28 MC=16.7%, �k200= 13.7%
<br /> 15 � ����;�; yellowish gray,variably clayey,fine-
<br /> '�"',, � ���,� grained quartz
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<br /> 20 ����"�`� 7 3,4,4 8 MC=25.8%, �200=31.8%
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<br /> ��. ."�y 8 3,5,5 10
<br /> 25 �x�'- �
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<br /> 30 �"��,������ 9 3,3,6 9
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<br /> SANDY CLAY(CH)
<br /> very light gray,variably sandy 10 9,30,35 65
<br /> 35 LIMESTONE
<br /> white,well indurated
<br /> 40 ' NO SAMPLE RECOVERED �� W--1.5', W�_
<br /> LIMESTONE $�6
<br /> white,variably indurated
<br /> 12 13,28,23 51
<br /> End of boring
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<br /> Drilled by: Independent Drilling Inc. Borehole Size: 3 inches MC=%moisture content
<br /> Drill Method: Mud Rotary-ASTM D 1586 Datum: Ground Surface -#200=%passing#200 sieve
<br /> Drill Date: February 17, 2010 Sheet: 1 of 1 OC=%organic content
<br /> Borehole Location: 7.5 ft. , 1 ft.W of::E corner of Unit 4616 enclosed porch LL=liquid limit
<br /> PI=plasticity index
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