Laserfiche WebLink
_� STANDARD PENETRATION <br /> � e e � TEST BORING <br /> Project: Caselnova Property <br /> Zephyrhills, Florida <br /> Sia�l<lic�les • L?C�J1I1S1VC' Clays •i�and. Si�L�sic�en.ee �eport No: 2��8674 <br /> Geologist on Site: A. Marin <br /> Date Started: 9-23-08 Boring Designation: B-5 Sheet 1 of 3 <br /> Date Finished: 9-23-08 Water Table(ft.): Not Observed <br /> Drilled By: Race Drilling, Inc. Type of Sampling: SPT-Mud Rotary <br /> Location.23.5 feet south and 19.5 feet east of the northeast corner of the structure <br /> S S <br /> A BLOWS Y <br /> DEPTH M N-value M <br /> �ft� P per 6 in. W.T. B DESCRIPTION <br /> L <br /> increment�blows/ft.) � <br /> E L <br /> � NA i <br /> 1 HA NA Dark brown fine sand(SP) <br /> 2 HA NA Brown fine sand(SP) ' <br /> i <br /> 5 3 1,3,6,9 9 ��� Dark orange loose clayey sand(SC) <br /> ��f� <br /> 4 12,13,16,17 29 � ,f l�' Dark orange medium dense clayey sand(SC) <br /> 'l•'��. <br /> 10 5 7,8,11,15 19 ��• Orange medium dense clayey sand(SC) <br /> .��. , <br /> 1.��. , <br /> .��� <br /> 15 6 5,8,8 16 � • Orange medium dense fine sand(SP)trace clay and cemented sand <br /> 20 7 3,4,6 10 Orange and red loose fine sand(SP) <br /> 25 8 6,6,8 14 � Orange medium dense fine sand(SP) ' <br /> I <br /> � <br /> 30 9 7,10,14 24 . Light orange very stiff sandy clay(CL) <br /> 35 10 7,9,12 21 .; Light brown medium dense ciayey sand(SC) <br />