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August 12, 2015 G-3945 <br /> Geotechnical Evaluation & Underpinning Engineering Page 6 <br /> 5131 Dogwood Drive, Everett <br /> LIMITATIONS <br /> This report has been prepared for specific application to this project Our recommendations are <br /> based upon the site conditions observed, the subsurface exploration conducted, engineering <br /> analysis, and our experience and engineering judgement. Our conclusions and recommendations <br /> are professional opinions derived in a manner consistent with the level of care and skill ordinarily <br /> exercised by other members of the profession currently practicing under similar conditions in this <br /> area and within the budget constraint. No warranty is expressed or implied. In the event that soil <br /> conditions vary from those described herein, or the underpinning plans change, GEO Group <br /> Northwest, Inc., should be notified and the recommendations herein re-evaluated. <br /> Please contact us if you have any questions. <br /> Sincerely, <br /> GEO GROUP NORTHWEST, INC. ` s , <br /> a�r�..�•.:.�,���t tae <br /> Gam(.-i �c, % _ ,�•�,�1�^b .. ,� 1 <br /> Et <br /> Wade J. Lassey <br /> Engineering Geologist QPM CNq <br /> \N AS <br /> c'o Wade J. L W—eY <br /> �l Q/ <br /> William Chang, P.E. 90 '9 20114 a =44, <br /> 'r� <br /> Principal �GlSTE.R� <br /> ss/O A1- <br /> Attachments: <br /> Plate 1 - Vicinity Map <br /> Plate 2 - Foundation Sketch <br /> Appendix A: Pier Spacing Calculations <br /> GEO Group Northwest, Inc. <br />