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N <br /> DAVID L. NELSON AND ASSOCIATES, INC. <br /> ��i Contulting Enginecring Geology <br /> 6i <br /> May 31 , 1991 <br /> � Project No. e"9i <br /> Page 2 <br /> ra <br /> I All elevations mentioned in thi� report refer to existing grade, and to site <br /> Gi topography shown on a map prepared by Gerald R. Crane, PE, dated March 1991 . <br /> I Site layout used for this report is also shown on this map. <br /> �A <br /> LOCIITIC N 8 SITE DESCRIPTION <br /> �� The site consists of lot 2 of the proposed Cox Short Plat N19-91 , which is <br /> located at 6911 Columbia Court, in the Pinehurst area of Everett, Washington. <br /> `� Lot 2 is located in a residential area just east of the existing residence in <br /> I Lot 1 . The site is currently undeveloped. Vegetation consists primarily of <br /> ��; grass, underbrush and various sized evergreen and some deciduous trees. <br /> � Topographically, the site is relatively flat lying along the upslope westerly <br /> and northe•.:y portion of the site. The site then slopes moderately down <br /> � towards the southeast above the 7-5 right-of-way. The gradient below the top <br /> of slope was hand measured in the field at 30 degrees from the horizontal. <br /> ryt This contrasts from the data shown on the site topoqraphy �ap which indicates <br /> li <br /> a slope angle on the order of 22 deqrees at the steepest point. The slope <br /> continues down the hill, off of the property to the I-5 right-of-way. The <br /> �r proposed duplex structure is planned to be located primarily on the upslope <br /> flat portion of the lot, with the easterly portion of the dunlex extendinq <br /> � over the top-of-slope. <br /> � SOILS CONDITZONS <br /> � The ::ubsurface soils stratigraphy can best be seen on the enclosed test pit <br /> logs. In general, the site was found to be underlain at depth by dense <br /> � glacial till deposits, with local areas of overlying glacial outwash deposits <br /> and thin surficial artificial fill. <br /> � The basal native deposits encountered within all of the test pits consist of <br /> � grey, dense to very dense, poorly sorted silty sand with gravel, considered <br /> � <br />