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. <br /> SPT-1 SPT-2 SPT-3 SPT-4 <br /> 0 <br /> a O O O O O O <br /> 7 <br /> 4 O 6 O 5 O Ei O <br /> �p 5 10 6 F3 _ 1 0 <br /> 17 10 13 2E3 O <br /> O <br /> 20 17 7 O 11 fi 20 <br /> 28 2O 8 29 10 <br /> 30 i i 5 , � a2 �� 30 <br /> 100%' C <br /> � 5 WOR-1.5ft 43 6`i <br /> w 0 , O4 w <br /> � <br /> = 40 5 �,' O 4 4O 49 ;� O WOH-1.5f�: 40 `-' <br /> � 100� C O a <br /> o WOR-2ft O WOR-3ft 4 26 51 0 <br /> 4 O <br /> WOR-2.5ft <br /> 50 O <br /> 6 O 50/0" 4 � 50 <br /> WOR-1.5ft 2 <br /> 50/5" O 2 100% C <br /> 60 50/5" 32 4O 60 <br /> EXPLANATION <br /> ■ O SAND FILL, variably colored, fine—grained quartz, SP UNIFIED SOIL CLASSIFICATION <br /> local minor concrete fragments SYSTEM classification <br /> (USCS = SP) <br /> 78 SPT N—�alue <br /> � � SAND, variably colored, fine—grained quartz <br /> (USCS = SP) � Depth of water table <br /> 2 CLAYEY SAND and SANDY CLAY, variably colored, 100� <br /> �, � O locally mottled, variably sandy and clayey, � C Loss of Circulation <br /> o fine—grained quartz <br /> � (USCS = SC, CH) WOR Weight ��f Rod <br /> � <br /> � � O SAND, SAND with clay, and CLAYEY SAND, WOH Weight of Hammer <br /> °0 variably colored, interbedded fine—grained quartz, <br /> olocal minor clay, minor limestone fragments NR No Recovery <br /> M (USCS = SP, SP—SC, SC) <br /> � <br /> °0 � O LIMESTONE, variably colored, variably indurated <br /> 0 <br /> i <br /> N <br /> Q <br /> 2 <br /> d CITIZENS PROPERTY INSURANCE <br /> J FIGURE b <br /> � ��&� SOIL BORING PROFILES <br /> m 2000 E Edgewood Dr,Sle#215 ORANGE BLOSSOM RANCH ASSOC. <br /> Lakeland,FL 33803 <br /> w 863.6672345-wwwbcieng.com .��+n�pu***C' M Op*�� <br /> � EB-0007867 fiGti7 I ifi�ii.iA t'L i1tL <br /> � <br /> m DATE: 2/5/�Q REVISED: 4/5/10 DRAWN BY:JMM SCALE: 1'� = 15� PRCAIECT NO.: 03-18613 <br />