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� � , ' <br /> M.��t°~� � DAVID L. NELSON AND ASS(S�.iATES, INC. <br /> � ._ ,` C , Consulting Engineering Geology <br /> � � 206/788•5612 <br /> 13424 Chain Lake Road Monroe, Washington 98272 206I794433't <br /> � s��w���• <br /> ��� � � I �� <br /> � April 7, 1989 <br /> Pro,�ect No. 3989 ��r /���� i <br /> � Milistone Coffee, Inc. � `♦ � � <br /> C/o Kirtley-Cole Assoclat�s � <br /> � P.O. Box 605 <br /> Snohomish, Washington 98290 <br /> � Reference: Geotechnical Evaluation <br /> Millstone Coffee Office Building <br /> � Everett, Neshington I <br /> Gentlemen; <br /> � This is to serve as a report of geotechnlcal exploration and evaluation <br /> services performed within the above referenced prolect site, 'as requested <br /> � by you. <br /> � 1NTRODUCTION <br /> The purpose of this report is to present our findings, optnlons, conclusions <br /> � and recommendations for develoument within the site area as proposed. Me <br /> understand that constructlon is to consist of an office building withTn the <br /> � erea approximately show� on the enclosed location map. <br /> � The scope of services included pertorvnance of s1x (6) eaploratory borings, <br /> located approximately es shavn on the enclosed location map. The borings were <br /> � performed using a Mob11e rotary drill , edvancing 3 3/8" hollow stem auger. <br /> Standard penetration sampling was performed beginning at the ground surface, <br /> � and contlnually sampling until native soils were reached. Sampling at five <br /> , foot intervals was then performed. Visual oDservation and review of available <br /> soils and geologic maps of the erea was also performed. <br />� <br /> Al1 elevations mentloned in thts report refer to existing grade, and to site <br />� topogrephic information shrn+n on a site plan prepared by The Dykeman <br /> Arthitects, dated April 3, 1989. <br />� <br />