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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` ��'� <br /> � <br /> 0 <br /> Q � SOIL DESCRIPTION £ ; � � LAB TEST RESULTS/REMARKS <br /> o > <br /> G N N mU Z <br /> 0 <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 <br /> � �����,'�'. <br /> 20 ����"�`� 7 3,4,4 8 MC=25.8%, �200=31.8% <br /> .��,���r,t r'� <br /> �. <br /> '�"�����: <br /> �� <br /> ;� �,�,,� �,. <br /> ��. ."�y 8 3,5,5 10 <br /> 25 �x�'- � <br /> ������ <br /> �� � <br /> ��� <br /> ��� <br /> 30 �"��,������ 9 3,3,6 9 <br /> ,�.,;,, <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 <br /> 50 <br /> 55 <br /> 60 <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 <br />