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�3 � , � .� I�RQUR � � - changes within the zone of influence. Structures which averlie loose soil t�nd to e�cperience adverse structural distortions, such as warping of flaor slabs and cracking of masonrywall units. In orcier to pravide proper support far the existing structure, it is recommended that the proposed structure be supported with the use of a deep foundation system. Based upon our evaluation and analyses of the subsurface soils encountered, efficient foundation systems are expected to consist of helical piers. Recommendations for this foundatian system are presented for your consideration. Limitations � Our professional services have been performed, our findings obtained and our recommendations prepared in accardance with generally accepted geotechnical engineering pr�nciples and practices. This company is not responsible for the conclusions, opinions or recommendations made by athers based upon this data. The scope of the e�qaloration was intended to evaluate soil canditions within the primary influence of the considered structure and does not include an evaluation of patential deep soil conditions,such as sinkholes. The analysis and recommendatians submitted in this repor�are based upon the data obtained from the soil borings pertormed at the locatians indicated. Regardless of the thoroughness � of a geatechnical e�larat�on,there is aiways a possibilitythat conditions between boringswill be different from those at specific boring locatians and that conditions will not be as anticipated by the designers or cantractors. In addition,the canstruction pracess itself may alter soil candi#ians. �f any subsoil variatians became evider►#during the course of this praject,a re-evaluation af the recammendations contained in this report will be necessary after we have had an opportunity to observe the characteristics afthe canditions encauntered. The applicab9lityof this repork should alsa be reviewed in the event that significant changes occur in the design, nature or location of the proposed eonstruction. The recommendatians pravided herein are based in part upon praject irrformation pravided to us and fhey apply only to the specific praject and site discussed in this report. Once complete project ' infarmatian is available,the proposed faciliiy structure characteristics should be conveyed to us for review. Our recommenda�ions may then be modified,if necessary. Experienced geotechnical personne! should abserve and document#he construction procedures used and the conditions encauntered. Unanticipated conditions and inadequate procedures should be reported to fhe design tearn. We recommend that the owner retain G3 to provide these services based upon aur familiarity - with the project,the subsurface conditions, and the intent of the recommendations and design criteria. Flozida Office: Phone: 727.376.7833 Tennessee Office: II, 2410 Success Dxive, Suite 7 F�: 727-376-275$ 45 Oak ValleyDrive j Odessa, FL 33556 Email:info�7,�eo3�roup.com Spring Hill,TN 37174 Web: www.�eo3�raup.com ; i �