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; _ =_Yl.°r ��r_�°:�rr,-=��rrfi-:_. Sinkhole Geotech, Inc. <br /> t `J..fI!'ia. <br /> _ Geotechnical &Structural Consulting <br /> 21859 State Road 54, Lutz, FL 33549 <br /> Florida Certificate of Authorization No. 29687 I <br /> � ' <br /> 3.1.1 TEST PITS , <br /> 'I�vo hand auger borings were performed around the perimeter of the structure to explore <br /> the shallow subsurface soils on July 3, 2015. Tlieses borings were advanced approximately <br /> 5 feet below land surface. The house founded at depth ranged between 12 and 15 inches. <br /> Boring locations are presented in the Attachment. <br /> 3.1.2 HAND AUGER BORINGS <br /> 'I�vo test pits were excavated on July 3, 2015 to determine the foundation type and depth of <br /> embedment.The test pits indicate the footer was embedded less than 10 inches. <br /> i <br /> 3.1.3 GROUNDWATER <br /> I <br /> The groundwater table was not detected within a depth of 5 feet below ground surface. <br /> . � • . � . � . . � <br /> The observed damage on all the exterior walls is consistent with differential movement of <br /> the foundation due to lack of support from underlying soils. SGT was requested by the <br /> homeowner to provide underpinning piers for foundation stabilization around the <br />� structure. The underpinnin iers extend the de th of the foundation, so that it is <br /> I g P i P <br /> supported on more stable soil. Underpinning can be used to stabilize the structure but will <br />' not deal with any deep soil conditions nor provide a remediation for the soil underneath <br /> the residence. <br /> . � � • <br /> __l��_�—�_.�._..___�_a_.�____e_� <br /> �6.1_.G E�N�:E,RA.L , ���� ____�_.,�.�_._._..�_..�.��._ ' _ � a.. `.__4 _ � �~_ � ' �� <br /> � r` � ` _.�w'- - �M�___� <br /> This investigation report of field exploration,sampling,testing, data evaluation,and <br /> engineering consultation services has been prepared for the exclusive use by Southeast <br /> Property Acquisitions LLC Property in accordance with general accepted geo-forensic <br /> engineering methods. No other warranty is e�ressed nor implied. <br /> �6.2_SCORE O:F S_ER`V_I;CES_V_.V____�,_.__�_._�.:--.y.�_.__ � . __ _._a-_-_-_--_�_.__.�__��._.�___�n_.___�` <br /> --�_�__.__-_ " - <br /> This report has been prepared to aid in the evaluation of structure, soil and ground water <br /> conditions at the project site.The scope of services is limited to the specific project and <br /> location described herein,and the description of the project represents SGT's <br /> understanding of significant project aspects related to structure,soil and ground water <br /> conditions.Any conclusions or recommendations made by others based on the data <br /> contained herein are not the responsibility of SGT,unless we are given the opportunity to <br /> review those conclusions and recommendations. <br /> SGT Project No.:SGT-P1507-9167 <br /> Southeast Property Acquisitions LLC Property Page 3 of 4 <br />