9910 EVERGREEN WAY SPRINT ANTENNA 2018-01-01 MF Import

' ' ' LSI Adapt actual number of inches uf penetration. The resulting Standard Penetration Resistance val�es prc vide a measure of the relative density of granular soils or the relative consistency of cohesive soils. The boring logs appended to this repori describe the various types of soils encountered in the boring, based primarily on visual interpretations made in the field. The log also indicates the approxim: te depth of the contacts between different soil types, although these contacts may be gradational or undulating. Where a change in soil type occurred between s�mpling intervals, we inferred the deplli of contact. In addition, the log indicates the depth of any groundwater observed in the boring; the Slandard Penetration Resistance at each sample location, and any laboratory tests performed on the soil samples. SITE CONDITIONS The following sections describe our observations, measurements, and interpretations conceming surface, soil, groundwater, and seisniic conditions at the project site. Surjace Conditions The host parcel is located at 9910 Evergreen `Nay in Everett, Washington. The site is occupied by the Buzz Inn restaurant. We understand Sprint PCS proposes to rcplace a wooden light pole in the restaurant parking lot with a cellular communications tower and to construct cellular cabinets in the 10-foot by 27- foot lease area. The topography of the proposed equipment lease area is relatively level, with ground cover consisting of an asphalt-paved parking lot. The proposed equipment lease area can be accessed utilizing the existing parking lot. The project site and surcounding area am shown on the attached site vicinir� map (Location Map, Figure 1). The attached Site Plan (Figure 2) shows the approximate location of the Nroposed cellular tower lease arca in relation to other site features. It should be emphasized that the conclusions and recommendations contained in this report are based on nur understanding of the currently proposed utilization of Uie project site, as derived from written information supPlied to us by KDC Architects and Sprint PCS. Consequently, if any changes are made to the project, we recommend that we review the changes and modify our recommendations, if appropriate, to ref]ect those chanees. Srrhsurface Condilions On July 31, 2003an cxploratory soil test boring was drilled to a depth of approximately 29.5-feet below the existing ground surface (bes), in the proposed lease area. The approximate loca[ion of the boring, designated as B-1, is shown on Figure 2. Surficial soils encountered at the boring location consist of an asphalt surfaced parking ]ot overlaying loose, moist, brown, silty sand ��ith organics. The soils . encountered at 3.5 feet bgs were logged as soft, moist, brown, sandy-silt grading to loose, moist to damp, gray, silt sand with grave! at R.5-feet bgs. The native soils encountered at 13.�-feet bgs were logged as Sprint PCS Aucust 4, ?003 �J AdaptProj�re�No.WA03-97?p Pagc2 /I)