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. ( 4 C� <br /> 4. CLOSURE <br /> This report, and the soldier pile wall design, dnwings and ahoring notes have ban prepared for <br /> the ezclusive use of Malwlm Ihilling Company, [nc., for spxific applicatlon to the Everett <br /> Regional Special Evc�nu Centa, Evaett, Wuhington. 'Ihe design wes preEwred in accord�nce <br /> with generally accepted engineering principla and the slandard of practice for such sybtems. 'ILe <br /> design was based on site-specific soil conditians and the recommrnded design earth pressure <br /> diagrams prcsrnted in the referenced design geotechnical report. 'Ihere may be veriations in the <br /> subsurface conditions from those on which the design is based. We rawmmend that we be <br /> informed of any such changed conditions as they arc better defined during consWcHon, so that <br /> any rcquired design modifications can be implemrnud. <br /> Sincerely, � B�� <br /> GROiJND S <br /> � - �/� <br /> , <br /> R John Bym P D�A4y4� <br /> Peifitt �aGISI� <br /> IONAL <br /> �� �� /L OZ <br /> Ground Support PLLC 4�� <br />