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Hart Crowser <br /> J-344b-Ol <br /> ► AddiUonal studies and consultation, if needed. <br /> Scope Included Borirrgs, Labaratory Testing, �nd Analysu <br /> Our scope of work for this project inc]uded: <br /> ► Reviewing Hart Crowser's December 4, 1991, Environmental <br /> Property Assessment report and preliminary geotechnical design <br /> letter both on the site; <br /> ► Dnlling five borings and obtaining samples; <br /> ► Testing so�1 samples for geotechnical indez properties; <br /> ► Completing geotechnical engineering analyses; and <br /> ► Producing this geotechnical engineering desigi report. <br /> Limitations of Our Study and This Report <br /> Hart Crowser's work w�as conducted in accordance with our proposal <br /> dated August 27, 1992 This report has been prepazed for the exclusive <br /> use of HNTB and MSRC for specific applications to the subject project <br /> and site. This smdy has been performed in accordance with generally <br /> accepted geotechnical engineering practices in the same or simlar <br /> localities, related to the nature of the work accomplished at the time <br /> the services are performed. No other warranry, express or implied, is <br /> made. <br /> OUR UiVDII2STANDING OF THE PROJEGT <br /> Figure 1 shows the ]ocation of the site in Everett, \Vashington Figure 2 <br /> illustrates the propased complex Our understanding of the project is <br /> based on information from HNTB: . <br /> ► The e�asting warehouse w71 be demolished. <br /> ► The new warehouse wIIl probably be constructed as t�t-up concrete. <br /> Columns will be on 40-foot centers with 80 kip loads. Perimeter <br /> walls w�11 be ]oaded at 5 ldps per lineal foo� A mezsanine level will <br /> Page\2�; <br />