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��� <br />o�z <br />G H <br />9Hti <br />r <br />y�H <br />�H� <br />'� H'�1 <br />CA H <br />z <br />��d <br />OH <br />�I1n�' <br />y�V � <br />H <br />zH <br />�HH <br />g� <br />H <br />C]Cy <br />��� <br />HO[n <br />� <br />• '� � � TELEPHONE 2B�-i�10 <br />NEIL H. TWELKER Sc ASSOCIATES, INC. <br />Thelma Kelly <br />8 Delores Heller <br />P.O. Box 762 <br />Everett, Washington <br />Dear Ms. Kelly: <br />CONSULTING SOILS ENGINEERS <br />5635 • 42nd Avcnue Wut <br />.lfoil Tu: P.O. Box 99091 <br />Scutle, Washington98199 <br />April 7, 1982 <br />98206 <br />Re: Soils and Foundation Investigation <br />for 7234 Mukilteo Blvd. <br />Everett, Washington <br />On March 12, 1982 we inspected the soils and foundation <br />conditions on a site at 1234 Mukilteo Blvd. in Everett, <br />Washington. During the course of the walkover and ensuing <br />discussion, we outlined to Russ Lamb our conclusions regarding <br />bearing horizozs, slope retention, etc. as they apply to the <br />proposed residential project. We confirm this information <br />herewith. ' <br />Site Description The property is located near the intersection <br />of Mu ilteo B v, and Seahurst Avenue in Everett, Washington. <br />It is a quadrilateral tract measuring 60 ft by 108 ft. The <br />ground surface slones moderately to the southwest, with a total <br />tapcyrap.`.ic rel:ef of 28 feet. Tiie ground surface is comprised <br />of two major topographic elements: (1) a terraced area lying <br />between two parallel rubble retaining walls occupies the <br />eastern-most portion of the site, and (2) the remaining area <br />consists of a gentle ravine. Vegetation is primarily weeds and <br />grass with a few scattered coniferous trees. � <br />Subsurface Exploration In order to determine the subsurface <br />conditions at the site, a test pit was made with a rubber- <br />mounted backhoe. <br />Subsurface Conditions Two principal soil units were encountered <br />on the site, these are described briefly as follows: <br />