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��r�h ; <br />��n�ultants Incs `. <br />_ �,�ecnnical Engineering and GeologY <br />Embar Equities Corporation <br />130 Lakeside Avenue <br />Seattle, Washington 98005 <br />Attention: Barry Margolese <br />Geatlemen: <br />November 4, 1985 <br />: r1 <br />, <br />a <br />E-2773 <br />8 5/� <br />7��?-'� �`'.a-z'� J <br />RECEIVED <br />5EP 10 1986 <br />R. W. HUFF CON3T. C0., <br />We are pleased to submit herewith i�ur report entitled "Geotech- <br />nical Engineering Study, Proposed Evergreen Plaza, Everett, <br />Washington." This report presents the results of our field <br />exploration, laboratory tests, and engineering analysis. The <br />purpose and scope of our study was outlined in our proposal dated <br />October 4, 1985. <br />Our atudy indicates that the ground surface is generall,y <br />underlain by medium dense to dense soils at a relatively ahalluw <br />depth. The proposed building may be supported on conventional <br />spread footings bearing on undisturbed ailty sand found beneath <br />the topsoil and upper weathered zone or on compacted fill. <br />This reFort has been prepared for specific application to this <br />project in accordance with generally accepted geotechnical <br />engineering practices for the exclusive use of Embar Equities and <br />their represe��tatives. No other warranty, expressed or implied, <br />is made. We recortunend that this report, in its entirety, be <br />included in tha project contract documents for the information of <br />the contractor. The following aections of this report describe <br />our study and contain recommendations regarding foundation design <br />!�riteria, earth�aork considerations, and site drainage. <br />PROJECP DBSCRIPTION <br />At the time our study was performed, the site and proposed <br />building locations were as shown echematically on the Test Pit <br />Location Plan, Plate 2. <br />1805 � 136th Piace N.E.. Suite 101, Beilewe, �Nashington 98005 <br />r'none �206) 643•3780'Seaftle (2061 464-1584 <br />