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Project No:03-18613 Log of Boring SPT-2 <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 GeologisbEngineer. J. Schuh 8` �� <br /> � <br /> 0 <br /> m <br /> a � SOIL DESCRIPTION � ; � � LAB TEST RESULTS/REMARKS <br /> o > <br /> G ri in m U Z <br /> 0 <br /> SAND FILL(SP) � __ __ <br /> pale brown and olive brown,fine- <br /> grained quartz 2 -- -- <br /> 5 ' SAND(SPJ 3 1,2,2,2 4 <br /> very pale brown to pale brown,olive <br /> ` brown,and yellowish brown,fine- 4 3,2,4,3 6 <br /> ' grained quartz <br /> 5 3,5,5,4 10 <br /> 10 <br /> '' CLAYEY SAND(SC) <br /> light gray,fine-grained quartz 6 3,4,6 10 MC=30.1%, -#200=:38.3% <br /> 15 <br /> SANDY CLAY(CH) <br /> very light green and dark reddish 7 2,3,4 7 MC=55.6%, -#200=75.5% <br /> 20 yellow,mottled,variably sandy <br /> ' CLAYEY SAND(SC) <br /> �' light gray,fine-grained quartz g 3,3,5 8 <br /> 25 <br /> �''�,���`.::�#`;�•`: SAND with clay(SP-SC) <br /> �'�'� '�'��'����:: gray,fine-grained quartz,variable g 2,3,3 6 <br /> 30 •.���.��•'°^;:�'�.->` minor clay <br /> ;•. <br /> 'i•`�:=:`�;.'�'`�.::`'' Loss of circulation at 33 ft. <br /> 35 � '��"� °�°��' NO SAMPLE RECOVERED 10 �-��5' wOR <br /> ' CLAYEY SAND(SC) �'� <br /> light gray,variably cvlayey,fine- <br /> grained quartz <br /> 40 LIMESTONE �1 3,2,2 4 <br /> white,weakly indurated <br /> 45 , ' NO SAMPLE RECOVERED WR-3', <br /> ' " 12A 3 2 WOR <br /> LIMESTONE <br /> �� white,weakly indurated 12B WR-2.5' WOR <br /> 50 �"�'�Y�"���� NO SAMPLE RECOVERED <br /> LIMESTONE 12C 50/0" 50/0" <br /> very pale yeilow,well indurated <br /> 55 End of boring <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:6 ft. i ,2.5 ft. E of--W corner of Unit 4622 enclosed porch LL=liquid limit <br /> PI=plasticity index <br />