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Project No:03-18613 Log of Boring SPT-1 <br /> Project:Orange Blossom Ranch Association Incorporated <br /> Client:Citizens Property Insurance Corporation <br /> Address:4616,4618,4620, and 4622 Blossom Boulevard <br /> City, Stafe: Zephyrhilis, FL GeologisbEngineer:J. Schuh 8` � <br /> � <br /> 0 <br /> Q y SOIL DESCRIPTION £ m o Z LAB TEST RESULTS!REMARKS <br /> v� U <br /> 0 <br /> SAND FILL(SP) � __ __ <br /> dark olive brown,fine-grained quartz <br /> °:` SAND(SP) 2 -- -- <br /> 5 : ? paleyellow,lightyellowishbrownto 3 1,1,1,1 2 <br /> yellowish brown,and dark olive <br /> brown,fine-grained quartz 4 2,2,2,2 4 <br /> 5 2,2,3,2 5 <br /> 10 `. <br /> � CLAYEY SAND(SC) <br /> � " �= very light gray to light gray,light 6 7,8,9 17 MC= 18.1%, �200='�8.5% <br /> 15 �;i brownish gray,reddish gray,and light <br /> � � reddish yellow,variably clayey,fine- <br /> � grained quartz <br /> n <br /> �"�: <br /> �E ' � ,1 <br /> '�� �'�� 7 6,8,9 17 <br /> 20 � ' ��!.; <br /> f � <br /> '� �;; r <br /> �' �,�: <br /> 25 �'f 8 3,8,20 28 MC=25.4%, -#200=:35.6% <br /> �, � <br /> ��. <br /> �;. <br /> ��`� "�'� 9 4,5,6 11 <br /> 30 "�°,', ;yr <br /> ��i <br /> � � <br /> 35 �� ` �y 10 1,3,2 5 <br /> ::° SAND(SP) <br /> `:, light brownish gray,fine-grained 11 3,2,3 5 <br /> 40 .: ' quartz <br /> 45 ' NO SAMPLE RECOVERED �2 WOR Loss of circulation at 43 5 ft <br /> WR-2', <br /> f � LIMESTONE 6,3 <br /> white,weakly indurated <br /> SAND(SP) 13 3,2,4 6 <br /> 50 .: ', gray,fine-grained quartz,minor <br /> limestone fragments <br /> 55 NO SAMPLE RECOVERED 14A WR-1.5' WOR <br /> LIMESTONE 146 22,50l5" 50/5" <br /> pale yellow and white,well indurated <br /> 15 42,50/5" 50/5" <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: 8.5 ft. S, 0.5 ft. E of SW corner of Unit 4622 enclosed porch LL=liquid limit <br /> PI=plasticity index <br />