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� Mr. hen Pruett <br /> October 27, 200�7 <br /> LIDIITATIONS <br /> � �Ve prepared tl�is repon in accordance o ith generally accepted geotechnical eneineering practices. This repon is <br /> Ihe copyrighted property of Terra Associates, Inc., and is intended for specific application to the Everett �dall <br /> � Lxpansion, Pond Berm Evaluation project. No other warranty, expressed or implied, is made. This report is for " � <br /> � the exclusive use of Steadfast Companies and their authorized representatives. <br /> � The analyses and recommenda[ions presented in diis report are based upon data obtained from the test borings <br /> advanced on-site. Variations in soil conditions can occur, the na[ure and extent of u�itich may no[ become evident <br /> f until conswctioa If variations appear evident, Terra Associates, Inc. sliould be requesred to re-evaluate the <br /> frecommendations in this report prior to proceeding witl�conswction. <br /> � \Ve appreciate the opportunity to be of servicc to Steadfast Companies during the design phase of this project and <br /> look fonvard to �vorking with you during die construction phases. �Ve tn�st Uie infomiation presented in this <br /> report is sufficient for your current needs. If you ha�'c any questions or require additional infonnation, pleasc <br /> I call. <br /> P. Rp <br /> Sincercly yuurs, �pyl oF w`��"id�� <br /> I 'I'GRR4 ASSOCI:�TCS, INC. ��,� co�9 � <br /> ��� 1 ���w"" �o � <br /> '° to/z��a�( <br /> 0 9 F <br /> j Kevin P. Roberts, P.E. pO��s\,�j'r[�•�iv�, <br /> Senior Engineer Sfo11eL E'' <br /> ' KPR:ae �rx�aes o,ar oS i <br /> I <br /> Lncl: Pigure 1 —Vicinity \{ap <br /> i Pigure 2 —L•xploration Location Plan <br /> Pigurc 3 —Unified Soii Classification Systcm <br /> Figures 4 and 5 —Boring Logs <br /> I Pigures 6 and 7 —Grain Size Analyses <br /> Appendix :\—Slope Stabilit}'Analysis Cir�phic Outpu[ <br /> cc: A�le Robcrt Ashton, DCI Gnginecrs <br /> � <br /> i <br /> i <br /> Project No. T-»69 <br /> I Paee No. 5 <br /> iL� <br />