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� <br /> LSI A�apt, Inc. <br /> CLOSURE <br /> The conclusions and recommendations presentcd in this rcpori are based, in part, on the explorations that <br /> was performed for this study. li variations in subsurface conditions arc discovered during carthwork, we <br /> may necd to modify this report. The future performance and integity of the swcturc foundations will <br /> dcpcnd largcly on proper initial sitc preparation, drainagc, and construction proccdures. Monitoring by <br /> c�perienccd gcotcchnical personncl should bc considcrcd nn intcgral part of thc construction proccss. Wc <br /> arc aeailable to provide gcotechnical engineering services during the carihwork and foundation <br /> consWction phases of thc project. lf variations in thc subgrade conditions arc observed at that timc, wc <br /> would bc able to provide additional gcotechnical rccommcndations, thus minimizing delays as the project <br /> dcvclops. We are also available to rcvicw prcliminary plans and spccifications before construction <br /> begins,and to provide gcotcchnical inspcction and testing scrvices during ccnstruction. <br /> " June 25,2004 <br /> Neztei Go Tetra Tech Pa4e�3� <br /> LSI Adapt Project No.WA04-�7499-GEO <br />