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� ALT�. .AY AN� ASSOCIATES I, . ,;. <br /> - Consulttnp Engineers <br /> S2H Soulh Graham:'.�+;: , � ,..tt IP,Waehinpton 98118 <br /> <:: , :��. , �g <br /> September 20, 1988 <br /> David N. James, AIA <br /> . One Lake Bellevue Drive, �104 <br /> Bellevue, Washington ,98005 <br /> REF: Property located on the, southeast corner of Madison Street <br /> and Rainier Drive, Everett, Washington. <br /> Dear Mr. James: <br /> This report represents the results of our soils investigation <br /> and our recommendations concerning the development of the site. <br /> We conducted this investigation upon your verbal request. This <br /> report conforms to U.B.C. Section 2905 (C) . <br /> A. Soil classifications are given hereinafter. They are based <br /> upon observations and necessary tests of the materials dis- <br /> closed by three auger drilled test holes. In our opinion, <br /> • acditional studies are not necessary. <br /> � B 1. A plot plan showing the location of test pits is attached. <br /> 2. The material encountered is most similar to the Alderwood- <br /> Urban land complex. The samples consisted of the following: <br /> A. A layer of dark brown topsoil, 12" to 18" thick. This <br /> contains organics, roots and gravel. This is not suit- <br /> able to support building loads. <br /> B. Beneath the topsoil, a layer of light brown, silty, <br /> sandy gravel to a depth of more than 40". This is ' <br /> suitable to support building loads. (Please see <br /> attachments. ) <br />